elevator concrete design
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a nice document about elevator concrete designTRANSCRIPT
14513 TOP : Transverse direction - Only minimum steel required. 14513 BOTT: Transverse direction - Only minimum steel required. 14513 TOP : 0.800 3.92 / 26 0.800 2.59 / 28 BOTT: 0.800 22.10 / 27 0.800 6.93 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14514 TOP : Longitudinal direction - Only minimum steel required. 14514 BOTT: Longitudinal direction - Only minimum steel required. 14514 TOP : Transverse direction - Only minimum steel required. 14514 BOTT: Transverse direction - Only minimum steel required. 14514 TOP : 0.800 6.30 / 26 0.800 3.16 / 28 BOTT: 0.800 38.81 / 27 0.800 6.37 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14515 TOP : Longitudinal direction - Only minimum steel required. 14515 BOTT: Longitudinal direction - Only minimum steel required. 14515 TOP : Transverse direction - Only minimum steel required. 14515 BOTT: Transverse direction - Only minimum steel required. 14515 TOP : 0.800 3.83 / 26 0.800 3.29 / 28 BOTT: 0.800 41.38 / 27 0.800 6.45 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14516 TOP : Longitudinal direction - Only minimum steel required. 14516 BOTT: Longitudinal direction - Only minimum steel required. 14516 TOP : Transverse direction - Only minimum steel required. 14516 BOTT: Transverse direction - Only minimum steel required. 14516 TOP : 0.800 4.79 / 28 0.800 3.66 / 28 BOTT: 0.800 43.27 / 29 0.800 8.57 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14517 TOP : Longitudinal direction - Only minimum steel required. 14517 BOTT: Longitudinal direction - Only minimum steel required. 14517 TOP : Transverse direction - Only minimum steel required. 14517 BOTT: Transverse direction - Only minimum steel required. 14517 TOP : 0.800 4.55 / 28 0.800 3.64 / 28 BOTT: 0.800 41.19 / 29 0.800 8.78 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14518 TOP : Longitudinal direction - Only minimum steel required. 14518 BOTT: Longitudinal direction - Only minimum steel required. 14518 TOP : Transverse direction - Only minimum steel required. 14518 BOTT: Transverse direction - Only minimum steel required. 14518 TOP : 0.800 2.87 / 27 0.800 3.40 / 28 BOTT: 0.800 40.13 / 26 0.800 7.35 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14519 TOP : Longitudinal direction - Only minimum steel required. 14519 BOTT: Longitudinal direction - Only minimum steel required. 14519 TOP : Transverse direction - Only minimum steel required. 14519 BOTT: Transverse direction - Only minimum steel required. 14519 TOP : 0.800 7.08 / 27 0.800 3.02 / 28 BOTT: 0.800 38.25 / 26 0.800 6.26 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14520 TOP : Longitudinal direction - Only minimum steel required. 14520 BOTT: Longitudinal direction - Only minimum steel required. 14520 TOP : Transverse direction - Only minimum steel required. 14520 BOTT: Transverse direction - Only minimum steel required. 14520 TOP : 0.800 4.27 / 27 0.800 2.31 / 28 BOTT: 0.800 21.91 / 26 0.800 6.52 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14521 TOP : Longitudinal direction - Only minimum steel required. 14521 BOTT: Longitudinal direction - Only minimum steel required. 14521 TOP : Transverse direction - Only minimum steel required. 14521 BOTT: Transverse direction - Only minimum steel required. 14521 TOP : 0.800 1.06 / 27 0.800 1.40 / 28 BOTT: 0.800 5.67 / 26 0.800 6.83 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14522 TOP : Longitudinal direction - Only minimum steel required. 14522 BOTT: Longitudinal direction - Only minimum steel required. 14522 TOP : Transverse direction - Only minimum steel required. 14522 BOTT: Transverse direction - Only minimum steel required. 14522 TOP : 0.800 1.97 / 26 0.800 6.61 / 28 BOTT: 0.800 5.68 / 27 0.800 28.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14523 TOP : Longitudinal direction - Only minimum steel required.
14523 BOTT: Longitudinal direction - Only minimum steel required. 14523 TOP : Transverse direction - Only minimum steel required. 14523 BOTT: Transverse direction - Only minimum steel required. 14523 TOP : 0.800 7.34 / 26 0.800 9.48 / 28 BOTT: 0.800 25.87 / 27 0.800 30.28 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14524 TOP : Longitudinal direction - Only minimum steel required. 14524 BOTT: Longitudinal direction - Only minimum steel required. 14524 TOP : Transverse direction - Only minimum steel required. 14524 BOTT: Transverse direction - Only minimum steel required. 14524 TOP : 0.800 12.61 / 26 0.800 13.11 / 28 BOTT: 0.800 55.27 / 27 0.800 34.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14525 TOP : Longitudinal direction - Only minimum steel required. 14525 BOTT: Longitudinal direction - Only minimum steel required. 14525 TOP : Transverse direction - Only minimum steel required. 14525 BOTT: Transverse direction - Only minimum steel required. 14525 TOP : 0.800 9.95 / 26 0.800 15.23 / 28 BOTT: 0.800 61.42 / 27 0.800 37.79 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14526 TOP : Longitudinal direction - Only minimum steel required. 14526 BOTT: Longitudinal direction - Only minimum steel required. 14526 TOP : Transverse direction - Only minimum steel required. 14526 BOTT: Transverse direction - Only minimum steel required. 14526 TOP : 0.800 5.95 / 28 0.800 16.64 / 28 BOTT: 0.800 45.44 / 29 0.800 41.88 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14527 TOP : Longitudinal direction - Only minimum steel required. 14527 BOTT: Longitudinal direction - Only minimum steel required. 14527 TOP : Transverse direction - Only minimum steel required. 14527 BOTT: Transverse direction - Only minimum steel required. 14527 TOP : 0.800 5.84 / 28 0.800 16.93 / 28 BOTT: 0.800 42.27 / 29 0.800 43.76 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14528 TOP : Longitudinal direction - Only minimum steel required. 14528 BOTT: Longitudinal direction - Only minimum steel required. 14528 TOP : Transverse direction - Only minimum steel required. 14528 BOTT: Transverse direction - Only minimum steel required. 14528 TOP : 0.800 8.57 / 27 0.800 15.09 / 28 BOTT: 0.800 54.20 / 26 0.800 38.69 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14529 TOP : Longitudinal direction - Only minimum steel required. 14529 BOTT: Longitudinal direction - Only minimum steel required. 14529 TOP : Transverse direction - Only minimum steel required. 14529 BOTT: Transverse direction - Only minimum steel required. 14529 TOP : 0.800 13.30 / 27 0.800 12.25 / 28 BOTT: 0.800 54.81 / 26 0.800 32.81 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14530 TOP : Longitudinal direction - Only minimum steel required. 14530 BOTT: Longitudinal direction - Only minimum steel required. 14530 TOP : Transverse direction - Only minimum steel required. 14530 BOTT: Transverse direction - Only minimum steel required. 14530 TOP : 0.800 7.78 / 27 0.800 8.36 / 28 BOTT: 0.800 25.75 / 26 0.800 28.88 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14531 TOP : Longitudinal direction - Only minimum steel required. 14531 BOTT: Longitudinal direction - Only minimum steel required. 14531 TOP : Transverse direction - Only minimum steel required. 14531 BOTT: Transverse direction - Only minimum steel required. 14531 TOP : 0.800 2.06 / 27 0.800 5.46 / 28 BOTT: 0.800 5.61 / 26 0.800 26.67 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14532 TOP : Longitudinal direction - Only minimum steel required. 14532 BOTT: Longitudinal direction - Only minimum steel required. 14532 TOP : Transverse direction - Only minimum steel required. 14532 BOTT: Transverse direction - Only minimum steel required. 14532 TOP : 0.800 2.69 / 26 0.800 9.76 / 28 BOTT: 0.800 5.58 / 27 0.800 49.03 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
14533 TOP : Longitudinal direction - Only minimum steel required. 14533 BOTT: Longitudinal direction - Only minimum steel required. 14533 TOP : Transverse direction - Only minimum steel required. 14533 BOTT: Transverse direction - Only minimum steel required. 14533 TOP : 0.800 11.51 / 26 0.800 16.06 / 28 BOTT: 0.800 31.11 / 27 0.800 65.69 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14534 TOP : Longitudinal direction - Only minimum steel required. 14534 BOTT: Longitudinal direction - Only minimum steel required. 14534 TOP : Transverse direction - Only minimum steel required. 14534 BOTT: Transverse direction - Only minimum steel required. 14534 TOP : 0.800 26.02 / 26 0.800 28.89 / 28 BOTT: 0.800 95.79 / 27 0.800 100.86 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14535 TOP : Longitudinal direction - Only minimum steel required. 14535 BOTT: Longitudinal direction - Only minimum steel required. 14535 TOP : Transverse direction - Only minimum steel required. 14535 TOP : 0.800 17.84 / 26 0.800 38.40 / 28 BOTT: 0.800 83.02 / 27 0.902 116.08 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14536 TOP : Longitudinal direction - Only minimum steel required. 14536 BOTT: Longitudinal direction - Only minimum steel required. 14536 TOP : Transverse direction - Only minimum steel required. 14536 TOP : 0.800 7.76 / 26 0.800 39.06 / 28 BOTT: 0.800 50.50 / 27 0.865 111.41 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14537 TOP : Longitudinal direction - Only minimum steel required. 14537 BOTT: Longitudinal direction - Only minimum steel required. 14537 TOP : Transverse direction - Only minimum steel required. 14537 BOTT: Transverse direction - Only minimum steel required. 14537 TOP : 0.800 31.47 / 28 0.800 16.99 / 28 BOTT: 0.800 86.75 / 29 0.800 73.04 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14538 TOP : Longitudinal direction - Only minimum steel required. 14538 BOTT: Longitudinal direction - Only minimum steel required. 14538 TOP : Transverse direction - Only minimum steel required. 14538 BOTT: Transverse direction - Only minimum steel required. 14538 TOP : 0.800 6.37 / 28 0.800 39.75 / 28 BOTT: 0.800 37.09 / 29 0.800 101.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14539 TOP : Longitudinal direction - Only minimum steel required. 14539 BOTT: Longitudinal direction - Only minimum steel required. 14539 TOP : Transverse direction - Only minimum steel required. 14539 BOTT: Transverse direction - Only minimum steel required. 14539 TOP : 0.800 6.11 / 28 0.800 39.71 / 28 BOTT: 0.800 34.32 / 29 0.800 100.83 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14540 TOP : Longitudinal direction - Only minimum steel required. 14540 BOTT: Longitudinal direction - Only minimum steel required. 14540 TOP : Transverse direction - Only minimum steel required. 14540 BOTT: Transverse direction - Only minimum steel required. 14540 TOP : 0.800 33.78 / 28 0.800 13.69 / 28 BOTT: 0.800 95.37 / 29 0.800 55.64 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14541 TOP : Longitudinal direction - Only minimum steel required. 14541 BOTT: Longitudinal direction - Only minimum steel required. 14541 TOP : Transverse direction - Only minimum steel required. 14541 TOP : 0.800 5.46 / 28 0.800 38.19 / 28 BOTT: 0.800 38.97 / 29 0.812 104.77 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14542 TOP : Longitudinal direction - Only minimum steel required. 14542 BOTT: Longitudinal direction - Only minimum steel required. 14542 TOP : Transverse direction - Only minimum steel required. 14542 TOP : 0.800 11.51 / 27 0.800 38.15 / 28 BOTT: 0.800 54.27 / 26 0.824 106.31 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14543 TOP : Longitudinal direction - Only minimum steel required. 14543 TOP : Transverse direction - Only minimum steel required.
14543 TOP : 0.800 32.80 / 28 0.800 9.93 / 28 BOTT: 0.822 109.83 / 29 0.800 63.26 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14544 TOP : Longitudinal direction - Only minimum steel required. 14544 BOTT: Longitudinal direction - Only minimum steel required. 14544 TOP : Transverse direction - Only minimum steel required. 14544 TOP : 0.800 22.88 / 27 0.800 35.43 / 28 BOTT: 0.800 89.47 / 26 0.893 114.89 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14545 TOP : Longitudinal direction - Only minimum steel required. 14545 BOTT: Longitudinal direction - Only minimum steel required. 14545 TOP : Transverse direction - Only minimum steel required. 14545 BOTT: Transverse direction - Only minimum steel required. 14545 TOP : 0.800 27.48 / 27 0.800 26.89 / 28 BOTT: 0.800 94.63 / 26 0.800 98.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14546 TOP : Longitudinal direction - Only minimum steel required. 14546 BOTT: Longitudinal direction - Only minimum steel required. 14546 TOP : Transverse direction - Only minimum steel required. 14546 BOTT: Transverse direction - Only minimum steel required. 14546 TOP : 0.800 12.01 / 27 0.800 14.36 / 28 BOTT: 0.800 30.45 / 26 0.800 63.04 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14547 TOP : Longitudinal direction - Only minimum steel required. 14547 BOTT: Longitudinal direction - Only minimum steel required. 14547 TOP : Transverse direction - Only minimum steel required. 14547 BOTT: Transverse direction - Only minimum steel required. 14547 TOP : 0.800 2.77 / 27 0.800 8.31 / 28 BOTT: 0.800 5.43 / 26 0.800 46.83 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14548 TOP : Longitudinal direction - Only minimum steel required. 14548 BOTT: Longitudinal direction - Only minimum steel required. 14548 TOP : Transverse direction - Only minimum steel required. 14548 BOTT: Transverse direction - Only minimum steel required. 14548 TOP : 0.800 2.93 / 26 0.800 4.24 / 28 BOTT: 0.800 6.38 / 27 0.800 50.27 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14549 TOP : Longitudinal direction - Only minimum steel required. 14549 BOTT: Longitudinal direction - Only minimum steel required. 14549 TOP : Transverse direction - Only minimum steel required. 14549 BOTT: Transverse direction - Only minimum steel required. 14549 TOP : 0.800 13.91 / 26 0.800 10.68 / 28 BOTT: 0.800 36.29 / 27 0.800 66.21 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14550 TOP : Longitudinal direction - Only minimum steel required. 14550 BOTT: Longitudinal direction - Only minimum steel required. 14550 TOP : Transverse direction - Only minimum steel required. 14550 BOTT: Transverse direction - Only minimum steel required. 14550 TOP : 0.800 35.69 / 26 0.800 16.67 / 28 BOTT: 0.800 103.75 / 27 0.800 74.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14551 TOP : Longitudinal direction - Only minimum steel required. 14551 BOTT: Longitudinal direction - Only minimum steel required. 14551 TOP : Transverse direction - Only minimum steel required. 14551 TOP : 0.800 27.47 / 26 0.800 26.32 / 28 BOTT: 0.800 92.36 / 27 0.808 104.31 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14552 TOP : Longitudinal direction - Only minimum steel required. 14552 TOP : Transverse direction - Only minimum steel required. 14552 TOP : 0.800 31.31 / 28 0.800 35.51 / 26 BOTT: 0.919 122.49 / 29 0.946 121.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14553 TOP : Longitudinal direction - Only minimum steel required. 14553 BOTT: Longitudinal direction - Only minimum steel required. 14553 TOP : Transverse direction - Only minimum steel required. 14553 TOP : 0.800 26.07 / 26 0.800 36.76 / 28 BOTT: 0.800 91.57 / 27 0.929 119.50 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14554 TOP : Longitudinal direction - Only minimum steel required. 14554 BOTT: Longitudinal direction - Only minimum steel required. 14554 TOP : Transverse direction - Only minimum steel required. 14554 BOTT: Transverse direction - Only minimum steel required. 14554 TOP : 0.800 31.42 / 26 0.800 21.51 / 28 BOTT: 0.800 94.59 / 27 0.800 79.94 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14555 TOP : Longitudinal direction - Only minimum steel required. 14555 BOTT: Longitudinal direction - Only minimum steel required. 14555 TOP : Transverse direction - Only minimum steel required. 14555 BOTT: Transverse direction - Only minimum steel required. 14555 TOP : 0.800 12.16 / 26 0.800 26.75 / 28 BOTT: 0.800 52.57 / 27 0.800 82.61 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14556 TOP : Longitudinal direction - Only minimum steel required. 14556 BOTT: Longitudinal direction - Only minimum steel required. 14556 TOP : Transverse direction - Only minimum steel required. 14556 TOP : 0.800 8.92 / 26 0.800 42.84 / 28 BOTT: 0.800 50.21 / 27 0.871 112.21 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14557 TOP : Longitudinal direction - Only minimum steel required. 14557 BOTT: Longitudinal direction - Only minimum steel required. 14557 TOP : Transverse direction - Only minimum steel required. 14557 TOP : 0.800 5.76 / 28 0.800 43.20 / 28 BOTT: 0.800 36.70 / 29 0.801 103.36 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14558 TOP : Longitudinal direction - Only minimum steel required. 14558 BOTT: Longitudinal direction - Only minimum steel required. 14558 TOP : Transverse direction - Only minimum steel required. 14558 BOTT: Transverse direction - Only minimum steel required. 14558 TOP : 0.800 0.00 / 28 0.800 23.74 / 28 BOTT: 0.800 30.02 / 29 0.800 73.41 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14559 TOP : Longitudinal direction - Only minimum steel required. 14559 BOTT: Longitudinal direction - Only minimum steel required. 14559 TOP : Transverse direction - Only minimum steel required. 14559 BOTT: Transverse direction - Only minimum steel required. 14559 TOP : 0.800 3.20 / 28 0.800 25.55 / 28 BOTT: 0.800 39.21 / 29 0.800 74.74 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14560 TOP : Longitudinal direction - Only minimum steel required. 14560 BOTT: Longitudinal direction - Only minimum steel required. 14560 TOP : Transverse direction - Only minimum steel required. 14560 BOTT: Transverse direction - Only minimum steel required. 14560 TOP : 0.800 6.34 / 28 0.800 30.13 / 28 BOTT: 0.800 39.35 / 29 0.800 83.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14561 TOP : Longitudinal direction - Only minimum steel required. 14561 BOTT: Longitudinal direction - Only minimum steel required. 14561 TOP : Transverse direction - Only minimum steel required. 14561 BOTT: Transverse direction - Only minimum steel required. 14561 TOP : 0.800 5.66 / 28 0.800 43.25 / 28 BOTT: 0.800 34.03 / 29 0.800 102.32 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14562 TOP : Longitudinal direction - Only minimum steel required. 14562 BOTT: Longitudinal direction - Only minimum steel required. 14562 TOP : Transverse direction - Only minimum steel required. 14562 BOTT: Transverse direction - Only minimum steel required. 14562 TOP : 0.800 0.00 / 28 0.800 23.80 / 28 BOTT: 0.800 28.12 / 29 0.800 73.09 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14563 TOP : Longitudinal direction - Only minimum steel required. 14563 BOTT: Longitudinal direction - Only minimum steel required. 14563 TOP : Transverse direction - Only minimum steel required. 14563 BOTT: Transverse direction - Only minimum steel required. 14563 TOP : 0.800 2.43 / 28 0.800 26.58 / 28 BOTT: 0.800 35.61 / 29 0.800 73.98 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
14564 TOP : Longitudinal direction - Only minimum steel required. 14564 BOTT: Longitudinal direction - Only minimum steel required. 14564 TOP : Transverse direction - Only minimum steel required. 14564 BOTT: Transverse direction - Only minimum steel required. 14564 TOP : 0.800 7.30 / 28 0.800 29.20 / 28 BOTT: 0.800 38.14 / 29 0.800 81.44 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14565 TOP : Longitudinal direction - Only minimum steel required. 14565 BOTT: Longitudinal direction - Only minimum steel required. 14565 TOP : Transverse direction - Only minimum steel required. 14565 BOTT: Transverse direction - Only minimum steel required. 14565 TOP : 0.800 4.58 / 27 0.800 27.23 / 28 BOTT: 0.800 37.34 / 26 0.800 80.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14566 TOP : Longitudinal direction - Only minimum steel required. 14566 BOTT: Longitudinal direction - Only minimum steel required. 14566 TOP : Transverse direction - Only minimum steel required. 14566 TOP : 0.800 5.14 / 28 0.800 42.32 / 28 BOTT: 0.800 38.01 / 29 0.813 104.86 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14567 TOP : Longitudinal direction - Only minimum steel required. 14567 BOTT: Longitudinal direction - Only minimum steel required. 14567 TOP : Transverse direction - Only minimum steel required. 14567 BOTT: Transverse direction - Only minimum steel required. 14567 TOP : 0.800 18.71 / 27 0.800 24.66 / 28 BOTT: 0.800 63.15 / 26 0.800 80.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14568 TOP : Longitudinal direction - Only minimum steel required. 14568 BOTT: Longitudinal direction - Only minimum steel required. 14568 TOP : Transverse direction - Only minimum steel required. 14568 TOP : 0.800 14.48 / 27 0.800 39.57 / 28 BOTT: 0.800 59.06 / 26 0.862 110.99 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14569 TOP : Longitudinal direction - Only minimum steel required. 14569 BOTT: Longitudinal direction - Only minimum steel required. 14569 TOP : Transverse direction - Only minimum steel required. 14569 BOTT: Transverse direction - Only minimum steel required. 14569 TOP : 0.800 35.26 / 27 0.800 19.39 / 28 BOTT: 0.800 98.57 / 26 0.800 76.43 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14570 TOP : Longitudinal direction - Only minimum steel required. 14570 BOTT: Longitudinal direction - Only minimum steel required. 14570 TOP : Transverse direction - Only minimum steel required. 14570 TOP : 0.800 29.03 / 27 0.800 34.07 / 28 BOTT: 0.800 98.65 / 26 0.919 118.23 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14571 TOP : Longitudinal direction - Only minimum steel required. 14571 BOTT: Longitudinal direction - Only minimum steel required. 14571 TOP : Transverse direction - Only minimum steel required. 14571 BOTT: Transverse direction - Only minimum steel required. 14571 TOP : 0.800 36.97 / 27 0.800 14.98 / 28 BOTT: 0.800 101.36 / 26 0.800 70.36 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14572 TOP : Longitudinal direction - Only minimum steel required. 14572 BOTT: Longitudinal direction - Only minimum steel required. 14572 TOP : Transverse direction - Only minimum steel required. 14572 BOTT: Transverse direction - Only minimum steel required. 14572 TOP : 0.800 28.64 / 27 0.800 25.84 / 28 BOTT: 0.800 90.34 / 26 0.800 102.38 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14573 TOP : Longitudinal direction - Only minimum steel required. 14573 TOP : Transverse direction - Only minimum steel required. 14573 BOTT: Transverse direction - Only minimum steel required. 14573 TOP : 0.800 34.28 / 27 0.800 11.46 / 28 BOTT: 0.869 116.04 / 26 0.800 98.92 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14574 TOP : Longitudinal direction - Only minimum steel required. 14574 BOTT: Longitudinal direction - Only minimum steel required. 14574 TOP : Transverse direction - Only minimum steel required.
14574 BOTT: Transverse direction - Only minimum steel required. 14574 TOP : 0.800 14.43 / 27 0.800 9.49 / 28 BOTT: 0.800 35.17 / 26 0.800 63.87 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14575 TOP : Longitudinal direction - Only minimum steel required. 14575 BOTT: Longitudinal direction - Only minimum steel required. 14575 TOP : Transverse direction - Only minimum steel required. 14575 BOTT: Transverse direction - Only minimum steel required. 14575 TOP : 0.800 3.03 / 27 0.800 3.23 / 28 BOTT: 0.800 6.19 / 26 0.800 48.12 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14576 TOP : Longitudinal direction - Only minimum steel required. 14576 BOTT: Longitudinal direction - Only minimum steel required. 14576 TOP : Transverse direction - Only minimum steel required. 14576 BOTT: Transverse direction - Only minimum steel required. 14576 TOP : 0.800 3.16 / 26 0.800 3.32 / 26 BOTT: 0.800 7.94 / 27 0.800 49.21 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14577 TOP : Longitudinal direction - Only minimum steel required. 14577 BOTT: Longitudinal direction - Only minimum steel required. 14577 TOP : Transverse direction - Only minimum steel required. 14577 BOTT: Transverse direction - Only minimum steel required. 14577 TOP : 0.800 15.25 / 26 0.800 4.48 / 26 BOTT: 0.800 41.14 / 27 0.800 50.11 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14578 TOP : Longitudinal direction - Only minimum steel required. 14578 BOTT: Longitudinal direction - Only minimum steel required. 14578 TOP : Transverse direction - Only minimum steel required. 14578 BOTT: Transverse direction - Only minimum steel required. 14578 TOP : 0.800 36.24 / 26 0.800 5.06 / 26 BOTT: 0.800 93.49 / 27 0.800 38.42 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14579 TOP : Longitudinal direction - Only minimum steel required. 14579 BOTT: Longitudinal direction - Only minimum steel required. 14579 TOP : Transverse direction - Only minimum steel required. 14579 BOTT: Transverse direction - Only minimum steel required. 14579 TOP : 0.800 29.26 / 26 0.800 13.96 / 26 BOTT: 0.800 83.61 / 27 0.800 70.06 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14580 TOP : Longitudinal direction - Only minimum steel required. 14580 BOTT: Longitudinal direction - Only minimum steel required. 14580 TOP : Transverse direction - Only minimum steel required. 14580 BOTT: Transverse direction - Only minimum steel required. 14580 TOP : 0.800 5.70 / 28 0.800 35.74 / 26 BOTT: 0.800 48.79 / 29 0.800 101.36 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14581 TOP : Longitudinal direction - Only minimum steel required. 14581 BOTT: Longitudinal direction - Only minimum steel required. 14581 TOP : Transverse direction - Only minimum steel required. 14581 BOTT: Transverse direction - Only minimum steel required. 14581 TOP : 0.800 35.68 / 26 0.800 3.06 / 26 BOTT: 0.800 88.53 / 27 0.800 37.08 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14582 TOP : Longitudinal direction - Only minimum steel required. 14582 BOTT: Longitudinal direction - Only minimum steel required. 14582 TOP : Transverse direction - Only minimum steel required. 14582 BOTT: Transverse direction - Only minimum steel required. 14582 TOP : 0.800 34.33 / 26 0.800 6.76 / 28 BOTT: 0.800 90.90 / 27 0.800 49.35 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14583 TOP : Longitudinal direction - Only minimum steel required. 14583 BOTT: Longitudinal direction - Only minimum steel required. 14583 TOP : Transverse direction - Only minimum steel required. 14583 BOTT: Transverse direction - Only minimum steel required. 14583 TOP : 0.800 16.16 / 26 0.800 0.00 / 28 BOTT: 0.800 57.68 / 27 0.800 31.22 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14584 TOP : Longitudinal direction - Only minimum steel required.
14584 TOP : Transverse direction - Only minimum steel required. 14584 BOTT: Transverse direction - Only minimum steel required. 14584 TOP : 0.800 14.93 / 26 0.800 9.07 / 28 BOTT: 0.800 56.40 / 27 0.800 51.74 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14585 TOP : Longitudinal direction - Only minimum steel required. 14585 BOTT: Longitudinal direction - Only minimum steel required. 14585 TOP : Transverse direction - Only minimum steel required. 14585 BOTT: Transverse direction - Only minimum steel required. 14585 TOP : 0.800 0.00 / 26 0.800 0.00 / 28 BOTT: 0.800 31.82 / 27 0.800 30.29 / 24
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14586 TOP : Longitudinal direction - Only minimum steel required. 14586 BOTT: Longitudinal direction - Only minimum steel required. 14586 TOP : Transverse direction - Only minimum steel required. 14586 BOTT: Transverse direction - Only minimum steel required. 14586 TOP : 0.800 0.00 / 26 0.800 10.36 / 28 BOTT: 0.800 30.31 / 27 0.800 53.58 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14587 TOP : Longitudinal direction - Only minimum steel required. 14587 BOTT: Longitudinal direction - Only minimum steel required. 14587 TOP : Transverse direction - Only minimum steel required. 14587 BOTT: Transverse direction - Only minimum steel required. 14587 TOP : 0.800 0.00 / 26 0.800 0.00 / 28 BOTT: 0.800 27.73 / 24 0.800 30.46 / 24
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14588 TOP : Longitudinal direction - Only minimum steel required. 14588 BOTT: Longitudinal direction - Only minimum steel required. 14588 TOP : Transverse direction - Only minimum steel required. 14588 BOTT: Transverse direction - Only minimum steel required. 14588 TOP : 0.800 0.00 / 26 0.800 10.48 / 28 BOTT: 0.800 24.21 / 29 0.800 53.38 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14589 TOP : Longitudinal direction - Only minimum steel required. 14589 BOTT: Longitudinal direction - Only minimum steel required. 14589 TOP : Transverse direction - Only minimum steel required. 14589 BOTT: Transverse direction - Only minimum steel required. 14589 TOP : 0.800 7.10 / 27 0.800 0.00 / 28 BOTT: 0.800 41.47 / 26 0.800 26.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14590 TOP : Longitudinal direction - Only minimum steel required. 14590 BOTT: Longitudinal direction - Only minimum steel required. 14590 TOP : Transverse direction - Only minimum steel required. 14590 BOTT: Transverse direction - Only minimum steel required. 14590 TOP : 0.800 6.27 / 27 0.800 9.80 / 28 BOTT: 0.800 40.00 / 26 0.800 51.98 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14591 TOP : Longitudinal direction - Only minimum steel required. 14591 BOTT: Longitudinal direction - Only minimum steel required. 14591 TOP : Transverse direction - Only minimum steel required. 14591 BOTT: Transverse direction - Only minimum steel required. 14591 TOP : 0.800 23.04 / 27 0.800 0.00 / 28 BOTT: 0.800 65.53 / 26 0.800 30.91 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14592 TOP : Longitudinal direction - Only minimum steel required. 14592 BOTT: Longitudinal direction - Only minimum steel required. 14592 TOP : Transverse direction - Only minimum steel required. 14592 BOTT: Transverse direction - Only minimum steel required. 14592 TOP : 0.800 21.66 / 27 0.800 8.28 / 28 BOTT: 0.800 65.20 / 26 0.800 49.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14593 TOP : Longitudinal direction - Only minimum steel required. 14593 BOTT: Longitudinal direction - Only minimum steel required. 14593 TOP : Transverse direction - Only minimum steel required. 14593 BOTT: Transverse direction - Only minimum steel required. 14593 TOP : 0.800 39.33 / 27 0.800 3.47 / 27 BOTT: 0.800 89.22 / 26 0.800 35.00 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM
14594 BOTT: Longitudinal direction - Only minimum steel required. 14594 TOP : Transverse direction - Only minimum steel required. 14594 BOTT: Transverse direction - Only minimum steel required. 14594 TOP : 0.800 38.22 / 27 0.800 5.99 / 28 BOTT: 0.800 93.07 / 26 0.800 46.38 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14595 TOP : Longitudinal direction - Only minimum steel required. 14595 BOTT: Longitudinal direction - Only minimum steel required. 14595 TOP : Transverse direction - Only minimum steel required. 14595 BOTT: Transverse direction - Only minimum steel required. 14595 TOP : 0.800 37.31 / 27 0.800 4.45 / 27 BOTT: 0.800 90.96 / 26 0.800 35.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14596 TOP : Longitudinal direction - Only minimum steel required. 14596 BOTT: Longitudinal direction - Only minimum steel required. 14596 TOP : Transverse direction - Only minimum steel required. 14596 BOTT: Transverse direction - Only minimum steel required. 14596 TOP : 0.800 30.07 / 27 0.800 14.49 / 27 BOTT: 0.800 81.18 / 26 0.800 68.49 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14597 TOP : Longitudinal direction - Only minimum steel required. 14597 BOTT: Longitudinal direction - Only minimum steel required. 14597 TOP : Transverse direction - Only minimum steel required. 14597 BOTT: Transverse direction - Only minimum steel required. 14597 TOP : 0.800 31.12 / 27 0.800 9.94 / 27 BOTT: 0.800 91.66 / 26 0.800 52.23 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14598 TOP : Longitudinal direction - Only minimum steel required. 14598 BOTT: Longitudinal direction - Only minimum steel required. 14598 TOP : Transverse direction - Only minimum steel required. 14598 BOTT: Transverse direction - Only minimum steel required. 14598 TOP : 0.800 15.86 / 27 0.800 4.59 / 27 BOTT: 0.800 40.32 / 26 0.800 48.62 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14599 TOP : Longitudinal direction - Only minimum steel required. 14599 BOTT: Longitudinal direction - Only minimum steel required. 14599 TOP : Transverse direction - Only minimum steel required. 14599 BOTT: Transverse direction - Only minimum steel required. 14599 TOP : 0.800 3.30 / 27 0.800 3.54 / 27 BOTT: 0.800 7.79 / 26 0.800 48.01 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14600 TOP : Longitudinal direction - Only minimum steel required. 14600 BOTT: Longitudinal direction - Only minimum steel required. 14600 TOP : Transverse direction - Only minimum steel required. 14600 BOTT: Transverse direction - Only minimum steel required. 14600 TOP : 0.800 3.16 / 26 0.800 3.26 / 26 BOTT: 0.800 7.87 / 27 0.800 50.27 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14601 TOP : Longitudinal direction - Only minimum steel required. 14601 BOTT: Longitudinal direction - Only minimum steel required. 14601 TOP : Transverse direction - Only minimum steel required. 14601 BOTT: Transverse direction - Only minimum steel required. 14601 TOP : 0.800 15.03 / 26 0.800 4.17 / 26 BOTT: 0.800 39.80 / 27 0.800 50.62 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14602 TOP : Longitudinal direction - Only minimum steel required. 14602 BOTT: Longitudinal direction - Only minimum steel required. 14602 TOP : Transverse direction - Only minimum steel required. 14602 BOTT: Transverse direction - Only minimum steel required. 14602 TOP : 0.800 35.03 / 26 0.800 7.36 / 29 BOTT: 0.800 100.60 / 27 0.800 53.72 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14603 TOP : Longitudinal direction - Only minimum steel required. 14603 BOTT: Longitudinal direction - Only minimum steel required. 14603 TOP : Transverse direction - Only minimum steel required. 14603 BOTT: Transverse direction - Only minimum steel required. 14603 TOP : 0.800 30.15 / 26 0.800 12.72 / 26 BOTT: 0.800 95.90 / 27 0.800 59.69 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM
14604 TOP : Longitudinal direction - Only minimum steel required. 14604 BOTT: Longitudinal direction - Only minimum steel required. 14604 TOP : Transverse direction - Only minimum steel required. 14604 BOTT: Transverse direction - Only minimum steel required. 14604 TOP : 0.800 29.30 / 26 0.800 11.87 / 26 BOTT: 0.800 81.98 / 27 0.800 51.30 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14605 TOP : Longitudinal direction - Only minimum steel required. 14605 BOTT: Longitudinal direction - Only minimum steel required. 14605 TOP : Transverse direction - Only minimum steel required. 14605 BOTT: Transverse direction - Only minimum steel required. 14605 TOP : 0.800 33.95 / 26 0.800 9.42 / 29 BOTT: 0.800 93.59 / 27 0.800 55.90 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14606 TOP : Longitudinal direction - Only minimum steel required. 14606 BOTT: Longitudinal direction - Only minimum steel required. 14606 TOP : Transverse direction - Only minimum steel required. 14606 BOTT: Transverse direction - Only minimum steel required. 14606 TOP : 0.800 35.46 / 26 0.800 2.97 / 26 BOTT: 0.800 88.45 / 27 0.800 38.25 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14607 TOP : Longitudinal direction - Only minimum steel required. 14607 BOTT: Longitudinal direction - Only minimum steel required. 14607 TOP : Transverse direction - Only minimum steel required. 14607 BOTT: Transverse direction - Only minimum steel required. 14607 TOP : 0.800 14.72 / 26 0.800 12.16 / 29 BOTT: 0.800 57.31 / 27 0.800 57.52 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14608 TOP : Longitudinal direction - Only minimum steel required. 14608 BOTT: Longitudinal direction - Only minimum steel required. 14608 TOP : Transverse direction - Only minimum steel required. 14608 BOTT: Transverse direction - Only minimum steel required. 14608 TOP : 0.800 15.91 / 26 0.800 0.00 / 29 BOTT: 0.800 57.58 / 27 0.800 32.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14609 TOP : Longitudinal direction - Only minimum steel required. 14609 BOTT: Longitudinal direction - Only minimum steel required. 14609 TOP : Transverse direction - Only minimum steel required. 14609 BOTT: Transverse direction - Only minimum steel required. 14609 TOP : 0.800 0.00 / 26 0.800 12.91 / 29 BOTT: 0.800 30.51 / 27 0.800 57.69 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14610 TOP : Longitudinal direction - Only minimum steel required. 14610 BOTT: Longitudinal direction - Only minimum steel required. 14610 TOP : Transverse direction - Only minimum steel required. 14610 BOTT: Transverse direction - Only minimum steel required. 14610 TOP : 0.800 0.00 / 26 0.800 0.00 / 29 BOTT: 0.800 31.86 / 27 0.800 31.85 / 24
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14611 TOP : Longitudinal direction - Only minimum steel required. 14611 BOTT: Longitudinal direction - Only minimum steel required. 14611 TOP : Transverse direction - Only minimum steel required. 14611 BOTT: Transverse direction - Only minimum steel required. 14611 TOP : 0.800 0.00 / 26 0.800 13.07 / 29 BOTT: 0.800 26.86 / 24 0.800 57.57 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14612 TOP : Longitudinal direction - Only minimum steel required. 14612 BOTT: Longitudinal direction - Only minimum steel required. 14612 TOP : Transverse direction - Only minimum steel required. 14612 BOTT: Transverse direction - Only minimum steel required. 14612 TOP : 0.800 0.00 / 26 0.800 0.00 / 29 BOTT: 0.800 28.81 / 24 0.800 31.94 / 24
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14613 TOP : Longitudinal direction - Only minimum steel required. 14613 BOTT: Longitudinal direction - Only minimum steel required. 14613 TOP : Transverse direction - Only minimum steel required. 14613 BOTT: Transverse direction - Only minimum steel required. 14613 TOP : 0.800 5.96 / 27 0.800 12.42 / 29 BOTT: 0.800 40.13 / 26 0.800 56.25 / 28
COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14614 TOP : Longitudinal direction - Only minimum steel required. 14614 BOTT: Longitudinal direction - Only minimum steel required. 14614 TOP : Transverse direction - Only minimum steel required. 14614 BOTT: Transverse direction - Only minimum steel required. 14614 TOP : 0.800 6.99 / 27 0.800 0.00 / 29 BOTT: 0.800 41.54 / 26 0.800 30.24 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14615 TOP : Longitudinal direction - Only minimum steel required. 14615 BOTT: Longitudinal direction - Only minimum steel required. 14615 TOP : Transverse direction - Only minimum steel required. 14615 BOTT: Transverse direction - Only minimum steel required. 14615 TOP : 0.800 21.37 / 27 0.800 11.07 / 29 BOTT: 0.800 66.07 / 26 0.800 54.54 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14616 TOP : Longitudinal direction - Only minimum steel required. 14616 BOTT: Longitudinal direction - Only minimum steel required. 14616 TOP : Transverse direction - Only minimum steel required. 14616 BOTT: Transverse direction - Only minimum steel required. 14616 TOP : 0.800 22.81 / 27 0.800 0.00 / 29 BOTT: 0.800 65.55 / 26 0.800 31.61 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14617 TOP : Longitudinal direction - Only minimum steel required. 14617 BOTT: Longitudinal direction - Only minimum steel required. 14617 TOP : Transverse direction - Only minimum steel required. 14617 BOTT: Transverse direction - Only minimum steel required. 14617 TOP : 0.800 37.90 / 27 0.800 7.96 / 29 BOTT: 0.800 95.02 / 26 0.800 51.03 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14618 TOP : Longitudinal direction - Only minimum steel required. 14618 BOTT: Longitudinal direction - Only minimum steel required. 14618 TOP : Transverse direction - Only minimum steel required. 14618 BOTT: Transverse direction - Only minimum steel required. 14618 TOP : 0.800 39.17 / 27 0.800 3.43 / 27 BOTT: 0.800 89.11 / 26 0.800 35.93 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14619 TOP : Longitudinal direction - Only minimum steel required. 14619 BOTT: Longitudinal direction - Only minimum steel required. 14619 TOP : Transverse direction - Only minimum steel required. 14619 BOTT: Transverse direction - Only minimum steel required. 14619 TOP : 0.800 36.46 / 27 0.800 5.79 / 29 BOTT: 0.800 99.38 / 26 0.800 48.41 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14620 TOP : Longitudinal direction - Only minimum steel required. 14620 BOTT: Longitudinal direction - Only minimum steel required. 14620 TOP : Transverse direction - Only minimum steel required. 14620 BOTT: Transverse direction - Only minimum steel required. 14620 TOP : 0.800 31.28 / 27 0.800 12.93 / 27 BOTT: 0.800 93.91 / 26 0.800 57.41 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14621 TOP : Longitudinal direction - Only minimum steel required. 14621 BOTT: Longitudinal direction - Only minimum steel required. 14621 TOP : Transverse direction - Only minimum steel required. 14621 BOTT: Transverse direction - Only minimum steel required. 14621 TOP : 0.800 30.00 / 27 0.800 11.80 / 27 BOTT: 0.800 79.12 / 26 0.800 48.73 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14622 TOP : Longitudinal direction - Only minimum steel required. 14622 BOTT: Longitudinal direction - Only minimum steel required. 14622 TOP : Transverse direction - Only minimum steel required. 14622 BOTT: Transverse direction - Only minimum steel required. 14622 TOP : 0.800 15.65 / 27 0.800 4.37 / 27 BOTT: 0.800 39.13 / 26 0.800 49.24 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14623 TOP : Longitudinal direction - Only minimum steel required. 14623 BOTT: Longitudinal direction - Only minimum steel required. 14623 TOP : Transverse direction - Only minimum steel required. 14623 BOTT: Transverse direction - Only minimum steel required. 14623 TOP : 0.800 3.29 / 27 0.800 3.53 / 27 BOTT: 0.800 7.75 / 26 0.800 49.11 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14624 TOP : Longitudinal direction - Only minimum steel required. 14624 BOTT: Longitudinal direction - Only minimum steel required. 14624 TOP : Transverse direction - Only minimum steel required. 14624 BOTT: Transverse direction - Only minimum steel required. 14624 TOP : 0.800 2.88 / 26 0.800 4.51 / 29 BOTT: 0.800 5.98 / 27 0.800 51.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14625 TOP : Longitudinal direction - Only minimum steel required. 14625 BOTT: Longitudinal direction - Only minimum steel required. 14625 TOP : Transverse direction - Only minimum steel required. 14625 BOTT: Transverse direction - Only minimum steel required. 14625 TOP : 0.800 13.75 / 26 0.800 10.87 / 29 BOTT: 0.800 35.52 / 27 0.800 69.90 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14626 TOP : Longitudinal direction - Only minimum steel required. 14626 TOP : Transverse direction - Only minimum steel required. 14626 BOTT: Transverse direction - Only minimum steel required. 14626 TOP : 0.800 35.00 / 26 0.800 20.57 / 29 BOTT: 0.838 111.93 / 27 0.800 95.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14627 TOP : Longitudinal direction - Only minimum steel required. 14627 BOTT: Longitudinal direction - Only minimum steel required. 14627 TOP : Transverse direction - Only minimum steel required. 14627 TOP : 0.800 21.58 / 26 0.800 40.68 / 29 BOTT: 0.800 83.93 / 27 0.948 121.82 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14628 TOP : Longitudinal direction - Only minimum steel required. 14628 BOTT: Longitudinal direction - Only minimum steel required. 14628 TOP : Transverse direction - Only minimum steel required. 14628 BOTT: Transverse direction - Only minimum steel required. 14628 TOP : 0.800 26.64 / 26 0.800 9.27 / 29 BOTT: 0.800 91.12 / 27 0.800 82.25 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14629 TOP : Longitudinal direction - Only minimum steel required. 14629 BOTT: Longitudinal direction - Only minimum steel required. 14629 TOP : Transverse direction - Only minimum steel required. 14629 BOTT: Transverse direction - Only minimum steel required. 14629 TOP : 0.800 25.30 / 29 0.800 31.48 / 26 BOTT: 0.800 84.57 / 28 0.800 96.78 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14630 TOP : Longitudinal direction - Only minimum steel required. 14630 BOTT: Longitudinal direction - Only minimum steel required. 14630 TOP : Transverse direction - Only minimum steel required. 14630 BOTT: Transverse direction - Only minimum steel required. 14630 TOP : 0.800 28.48 / 29 0.800 16.20 / 29 BOTT: 0.800 90.82 / 28 0.800 78.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14631 TOP : Longitudinal direction - Only minimum steel required. 14631 BOTT: Longitudinal direction - Only minimum steel required. 14631 TOP : Transverse direction - Only minimum steel required. 14631 TOP : 0.800 7.36 / 29 0.800 45.78 / 29 BOTT: 0.800 50.86 / 28 0.956 122.81 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14632 TOP : Longitudinal direction - Only minimum steel required. 14632 TOP : Transverse direction - Only minimum steel required. 14632 BOTT: Transverse direction - Only minimum steel required. 14632 TOP : 0.800 43.55 / 29 0.800 6.34 / 26 BOTT: 0.819 109.51 / 28 0.800 46.20 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14633 TOP : Longitudinal direction - Only minimum steel required. 14633 BOTT: Longitudinal direction - Only minimum steel required. 14633 TOP : Transverse direction - Only minimum steel required. 14633 BOTT: Transverse direction - Only minimum steel required. 14633 TOP : 0.800 15.43 / 29 0.800 23.98 / 29 BOTT: 0.800 75.48 / 28 0.800 75.96 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14634 TOP : Longitudinal direction - Only minimum steel required.
14634 BOTT: Longitudinal direction - Only minimum steel required. 14634 TOP : Transverse direction - Only minimum steel required. 14634 BOTT: Transverse direction - Only minimum steel required. 14634 TOP : 0.800 12.17 / 26 0.800 27.33 / 29 BOTT: 0.800 53.84 / 27 0.800 83.27 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14635 TOP : Longitudinal direction - Only minimum steel required. 14635 BOTT: Longitudinal direction - Only minimum steel required. 14635 TOP : Transverse direction - Only minimum steel required. 14635 TOP : 0.800 5.32 / 29 0.800 42.73 / 29 BOTT: 0.800 36.76 / 28 0.808 104.20 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14636 TOP : Longitudinal direction - Only minimum steel required. 14636 BOTT: Longitudinal direction - Only minimum steel required. 14636 TOP : Transverse direction - Only minimum steel required. 14636 BOTT: Transverse direction - Only minimum steel required. 14636 TOP : 0.800 2.38 / 29 0.800 32.70 / 29 BOTT: 0.800 33.48 / 28 0.800 88.25 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14637 TOP : Longitudinal direction - Only minimum steel required. 14637 BOTT: Longitudinal direction - Only minimum steel required. 14637 TOP : Transverse direction - Only minimum steel required. 14637 BOTT: Transverse direction - Only minimum steel required. 14637 TOP : 0.800 4.97 / 29 0.800 24.37 / 29 BOTT: 0.800 38.44 / 28 0.800 77.79 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14638 TOP : Longitudinal direction - Only minimum steel required. 14638 BOTT: Longitudinal direction - Only minimum steel required. 14638 TOP : Transverse direction - Only minimum steel required. 14638 BOTT: Transverse direction - Only minimum steel required. 14638 TOP : 0.800 0.54 / 29 0.800 22.60 / 29 BOTT: 0.800 34.43 / 28 0.800 71.19 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14639 TOP : Longitudinal direction - Only minimum steel required. 14639 BOTT: Longitudinal direction - Only minimum steel required. 14639 TOP : Transverse direction - Only minimum steel required. 14639 BOTT: Transverse direction - Only minimum steel required. 14639 TOP : 0.800 2.44 / 29 0.800 32.71 / 29 BOTT: 0.800 30.85 / 28 0.800 87.80 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14640 TOP : Longitudinal direction - Only minimum steel required. 14640 BOTT: Longitudinal direction - Only minimum steel required. 14640 TOP : Transverse direction - Only minimum steel required. 14640 BOTT: Transverse direction - Only minimum steel required. 14640 TOP : 0.800 6.05 / 29 0.800 23.57 / 29 BOTT: 0.800 36.96 / 28 0.800 74.76 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14641 TOP : Longitudinal direction - Only minimum steel required. 14641 BOTT: Longitudinal direction - Only minimum steel required. 14641 TOP : Transverse direction - Only minimum steel required. 14641 BOTT: Transverse direction - Only minimum steel required. 14641 TOP : 0.800 0.00 / 29 0.800 23.43 / 29 BOTT: 0.800 31.16 / 28 0.800 71.79 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14642 TOP : Longitudinal direction - Only minimum steel required. 14642 BOTT: Longitudinal direction - Only minimum steel required. 14642 TOP : Transverse direction - Only minimum steel required. 14642 BOTT: Transverse direction - Only minimum steel required. 14642 TOP : 0.800 5.24 / 29 0.800 42.78 / 29 BOTT: 0.800 33.98 / 28 0.800 103.04 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14643 TOP : Longitudinal direction - Only minimum steel required. 14643 BOTT: Longitudinal direction - Only minimum steel required. 14643 TOP : Transverse direction - Only minimum steel required. 14643 BOTT: Transverse direction - Only minimum steel required. 14643 TOP : 0.800 4.25 / 27 0.800 28.18 / 29 BOTT: 0.800 37.61 / 26 0.800 82.58 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM
14644 BOTT: Longitudinal direction - Only minimum steel required. 14644 TOP : Transverse direction - Only minimum steel required. 14644 BOTT: Transverse direction - Only minimum steel required. 14644 TOP : 0.800 13.39 / 29 0.800 35.09 / 29 BOTT: 0.800 56.38 / 28 0.800 87.03 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14645 TOP : Longitudinal direction - Only minimum steel required. 14645 BOTT: Longitudinal direction - Only minimum steel required. 14645 TOP : Transverse direction - Only minimum steel required. 14645 TOP : 0.800 6.29 / 29 0.800 45.32 / 29 BOTT: 0.800 40.16 / 28 0.865 111.41 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14646 TOP : Longitudinal direction - Only minimum steel required. 14646 BOTT: Longitudinal direction - Only minimum steel required. 14646 TOP : Transverse direction - Only minimum steel required. 14646 BOTT: Transverse direction - Only minimum steel required. 14646 TOP : 0.800 40.16 / 29 0.800 6.39 / 27 BOTT: 0.800 105.17 / 28 0.800 42.72 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14647 TOP : Longitudinal direction - Only minimum steel required. 14647 BOTT: Longitudinal direction - Only minimum steel required. 14647 TOP : Transverse direction - Only minimum steel required. 14647 BOTT: Transverse direction - Only minimum steel required. 14647 TOP : 0.800 16.95 / 29 0.800 23.57 / 29 BOTT: 0.800 55.29 / 28 0.800 80.71 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14648 TOP : Longitudinal direction - Only minimum steel required. 14648 BOTT: Longitudinal direction - Only minimum steel required. 14648 TOP : Transverse direction - Only minimum steel required. 14648 TOP : 0.800 14.42 / 27 0.800 39.00 / 29 BOTT: 0.800 59.10 / 26 0.871 112.23 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14649 TOP : Longitudinal direction - Only minimum steel required. 14649 BOTT: Longitudinal direction - Only minimum steel required. 14649 TOP : Transverse direction - Only minimum steel required. 14649 BOTT: Transverse direction - Only minimum steel required. 14649 TOP : 0.800 18.66 / 27 0.800 25.65 / 29 BOTT: 0.800 63.80 / 26 0.800 81.73 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14650 TOP : Longitudinal direction - Only minimum steel required. 14650 BOTT: Longitudinal direction - Only minimum steel required. 14650 TOP : Transverse direction - Only minimum steel required. 14650 TOP : 0.800 23.82 / 27 0.800 38.39 / 29 BOTT: 0.800 90.77 / 26 0.951 122.20 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14651 TOP : Longitudinal direction - Only minimum steel required. 14651 BOTT: Longitudinal direction - Only minimum steel required. 14651 TOP : Transverse direction - Only minimum steel required. 14651 BOTT: Transverse direction - Only minimum steel required. 14651 TOP : 0.800 26.78 / 27 0.800 8.66 / 27 BOTT: 0.800 94.68 / 26 0.800 80.65 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14652 TOP : Longitudinal direction - Only minimum steel required. 14652 BOTT: Longitudinal direction - Only minimum steel required. 14652 TOP : Transverse direction - Only minimum steel required. 14652 BOTT: Transverse direction - Only minimum steel required. 14652 TOP : 0.800 17.49 / 27 0.800 24.70 / 29 BOTT: 0.800 85.56 / 26 0.800 78.37 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14653 TOP : Longitudinal direction - Only minimum steel required. 14653 TOP : Transverse direction - Only minimum steel required. 14653 BOTT: Transverse direction - Only minimum steel required. 14653 TOP : 0.800 36.92 / 27 0.800 19.23 / 29 BOTT: 0.827 110.55 / 26 0.800 93.15 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14654 TOP : Longitudinal direction - Only minimum steel required. 14654 BOTT: Longitudinal direction - Only minimum steel required. 14654 TOP : Transverse direction - Only minimum steel required.
14654 TOP : 0.800 14.30 / 27 0.800 9.63 / 29 BOTT: 0.800 34.85 / 26 0.800 67.28 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14655 TOP : Longitudinal direction - Only minimum steel required. 14655 BOTT: Longitudinal direction - Only minimum steel required. 14655 TOP : Transverse direction - Only minimum steel required. 14655 BOTT: Transverse direction - Only minimum steel required. 14655 TOP : 0.800 2.97 / 27 0.800 3.52 / 29 BOTT: 0.800 5.86 / 26 0.800 49.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14656 TOP : Longitudinal direction - Only minimum steel required. 14656 BOTT: Longitudinal direction - Only minimum steel required. 14656 TOP : Transverse direction - Only minimum steel required. 14656 BOTT: Transverse direction - Only minimum steel required. 14656 TOP : 0.800 2.69 / 26 0.800 9.31 / 29 BOTT: 0.800 5.58 / 27 0.800 48.94 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14657 TOP : Longitudinal direction - Only minimum steel required. 14657 BOTT: Longitudinal direction - Only minimum steel required. 14657 TOP : Transverse direction - Only minimum steel required. 14657 BOTT: Transverse direction - Only minimum steel required. 14657 TOP : 0.800 11.43 / 26 0.800 15.81 / 29 BOTT: 0.800 31.16 / 27 0.800 65.66 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14658 TOP : Longitudinal direction - Only minimum steel required. 14658 BOTT: Longitudinal direction - Only minimum steel required. 14658 TOP : Transverse direction - Only minimum steel required. 14658 BOTT: Transverse direction - Only minimum steel required. 14658 TOP : 0.800 25.66 / 26 0.800 28.50 / 29 BOTT: 0.800 95.86 / 27 0.800 101.71 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14659 TOP : Longitudinal direction - Only minimum steel required. 14659 BOTT: Longitudinal direction - Only minimum steel required. 14659 TOP : Transverse direction - Only minimum steel required. 14659 TOP : 0.800 17.74 / 26 0.800 37.62 / 29 BOTT: 0.800 84.37 / 27 0.908 116.80 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14660 TOP : Longitudinal direction - Only minimum steel required. 14660 BOTT: Longitudinal direction - Only minimum steel required. 14660 TOP : Transverse direction - Only minimum steel required. 14660 BOTT: Transverse direction - Only minimum steel required. 14660 TOP : 0.800 32.32 / 29 0.800 12.09 / 29 BOTT: 0.800 102.50 / 28 0.800 57.48 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14661 TOP : Longitudinal direction - Only minimum steel required. 14661 BOTT: Longitudinal direction - Only minimum steel required. 14661 TOP : Transverse direction - Only minimum steel required. 14661 TOP : 0.800 8.69 / 29 0.800 39.30 / 29 BOTT: 0.800 53.33 / 28 0.839 108.21 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14662 TOP : Longitudinal direction - Only minimum steel required. 14662 BOTT: Longitudinal direction - Only minimum steel required. 14662 TOP : Transverse direction - Only minimum steel required. 14662 BOTT: Transverse direction - Only minimum steel required. 14662 TOP : 0.800 39.32 / 29 0.800 5.97 / 29 BOTT: 0.800 101.93 / 28 0.800 36.93 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14663 TOP : Longitudinal direction - Only minimum steel required. 14663 BOTT: Longitudinal direction - Only minimum steel required. 14663 TOP : Transverse direction - Only minimum steel required. 14663 BOTT: Transverse direction - Only minimum steel required. 14663 TOP : 0.800 29.66 / 29 0.800 15.35 / 29 BOTT: 0.800 83.63 / 28 0.800 52.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14664 TOP : Longitudinal direction - Only minimum steel required. 14664 BOTT: Longitudinal direction - Only minimum steel required. 14664 TOP : Transverse direction - Only minimum steel required. 14664 TOP : 0.800 8.54 / 29 0.800 38.60 / 29 BOTT: 0.800 48.78 / 28 0.803 103.66 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14665 TOP : Longitudinal direction - Only minimum steel required. 14665 BOTT: Longitudinal direction - Only minimum steel required. 14665 TOP : Transverse direction - Only minimum steel required. 14665 BOTT: Transverse direction - Only minimum steel required. 14665 TOP : 0.800 37.65 / 29 0.800 4.98 / 29 BOTT: 0.800 105.17 / 28 0.800 39.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14666 TOP : Longitudinal direction - Only minimum steel required. 14666 BOTT: Longitudinal direction - Only minimum steel required. 14666 TOP : Transverse direction - Only minimum steel required. 14666 BOTT: Transverse direction - Only minimum steel required. 14666 TOP : 0.800 26.63 / 29 0.800 19.69 / 27 BOTT: 0.800 85.90 / 28 0.800 71.96 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14667 TOP : Longitudinal direction - Only minimum steel required. 14667 BOTT: Longitudinal direction - Only minimum steel required. 14667 TOP : Transverse direction - Only minimum steel required. 14667 TOP : 0.800 12.56 / 27 0.800 35.73 / 29 BOTT: 0.800 70.91 / 26 0.847 109.15 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14668 TOP : Longitudinal direction - Only minimum steel required. 14668 TOP : Transverse direction - Only minimum steel required. 14668 BOTT: Transverse direction - Only minimum steel required. 14668 TOP : 0.800 34.25 / 29 0.800 23.38 / 27 BOTT: 0.859 114.66 / 28 0.800 89.75 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14669 TOP : Longitudinal direction - Only minimum steel required. 14669 BOTT: Longitudinal direction - Only minimum steel required. 14669 TOP : Transverse direction - Only minimum steel required. 14669 BOTT: Transverse direction - Only minimum steel required. 14669 TOP : 0.800 27.26 / 27 0.800 26.43 / 29 BOTT: 0.800 94.65 / 26 0.800 98.36 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14670 TOP : Longitudinal direction - Only minimum steel required. 14670 BOTT: Longitudinal direction - Only minimum steel required. 14670 TOP : Transverse direction - Only minimum steel required. 14670 BOTT: Transverse direction - Only minimum steel required. 14670 TOP : 0.800 11.93 / 27 0.800 14.25 / 29 BOTT: 0.800 30.69 / 26 0.800 63.32 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14671 TOP : Longitudinal direction - Only minimum steel required. 14671 BOTT: Longitudinal direction - Only minimum steel required. 14671 TOP : Transverse direction - Only minimum steel required. 14671 BOTT: Transverse direction - Only minimum steel required. 14671 TOP : 0.800 2.78 / 27 0.800 7.93 / 29 BOTT: 0.800 5.46 / 26 0.800 46.83 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14672 TOP : Longitudinal direction - Only minimum steel required. 14672 BOTT: Longitudinal direction - Only minimum steel required. 14672 TOP : Transverse direction - Only minimum steel required. 14672 BOTT: Transverse direction - Only minimum steel required. 14672 TOP : 0.800 1.98 / 26 0.800 6.43 / 29 BOTT: 0.800 5.80 / 27 0.800 28.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14673 TOP : Longitudinal direction - Only minimum steel required. 14673 BOTT: Longitudinal direction - Only minimum steel required. 14673 TOP : Transverse direction - Only minimum steel required. 14673 BOTT: Transverse direction - Only minimum steel required. 14673 TOP : 0.800 7.34 / 26 0.800 9.32 / 29 BOTT: 0.800 26.01 / 27 0.800 30.43 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14674 TOP : Longitudinal direction - Only minimum steel required. 14674 BOTT: Longitudinal direction - Only minimum steel required. 14674 TOP : Transverse direction - Only minimum steel required. 14674 BOTT: Transverse direction - Only minimum steel required. 14674 TOP : 0.800 12.46 / 26 0.800 12.97 / 29 BOTT: 0.800 55.44 / 27 0.800 34.34 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14675 TOP : Longitudinal direction - Only minimum steel required. 14675 BOTT: Longitudinal direction - Only minimum steel required. 14675 TOP : Transverse direction - Only minimum steel required. 14675 BOTT: Transverse direction - Only minimum steel required. 14675 TOP : 0.800 9.56 / 26 0.800 15.10 / 29 BOTT: 0.800 61.55 / 27 0.800 38.05 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14676 TOP : Longitudinal direction - Only minimum steel required. 14676 BOTT: Longitudinal direction - Only minimum steel required. 14676 TOP : Transverse direction - Only minimum steel required. 14676 BOTT: Transverse direction - Only minimum steel required. 14676 TOP : 0.800 5.72 / 29 0.800 16.47 / 29 BOTT: 0.800 45.79 / 28 0.800 42.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14677 TOP : Longitudinal direction - Only minimum steel required. 14677 BOTT: Longitudinal direction - Only minimum steel required. 14677 TOP : Transverse direction - Only minimum steel required. 14677 BOTT: Transverse direction - Only minimum steel required. 14677 TOP : 0.800 5.62 / 29 0.800 16.71 / 29 BOTT: 0.800 42.46 / 28 0.800 44.15 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14678 TOP : Longitudinal direction - Only minimum steel required. 14678 BOTT: Longitudinal direction - Only minimum steel required. 14678 TOP : Transverse direction - Only minimum steel required. 14678 BOTT: Transverse direction - Only minimum steel required. 14678 TOP : 0.800 8.35 / 27 0.800 14.87 / 29 BOTT: 0.800 54.22 / 26 0.800 38.89 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14679 TOP : Longitudinal direction - Only minimum steel required. 14679 BOTT: Longitudinal direction - Only minimum steel required. 14679 TOP : Transverse direction - Only minimum steel required. 14679 BOTT: Transverse direction - Only minimum steel required. 14679 TOP : 0.800 13.25 / 27 0.800 12.06 / 29 BOTT: 0.800 54.91 / 26 0.800 32.81 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14680 TOP : Longitudinal direction - Only minimum steel required. 14680 BOTT: Longitudinal direction - Only minimum steel required. 14680 TOP : Transverse direction - Only minimum steel required. 14680 BOTT: Transverse direction - Only minimum steel required. 14680 TOP : 0.800 7.80 / 27 0.800 8.21 / 29 BOTT: 0.800 25.69 / 26 0.800 28.91 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14681 TOP : Longitudinal direction - Only minimum steel required. 14681 BOTT: Longitudinal direction - Only minimum steel required. 14681 TOP : Transverse direction - Only minimum steel required. 14681 BOTT: Transverse direction - Only minimum steel required. 14681 TOP : 0.800 2.08 / 27 0.800 5.32 / 29 BOTT: 0.800 5.72 / 26 0.800 26.70 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14682 TOP : Longitudinal direction - Only minimum steel required. 14682 BOTT: Longitudinal direction - Only minimum steel required. 14682 TOP : Transverse direction - Only minimum steel required. 14682 BOTT: Transverse direction - Only minimum steel required. 14682 TOP : 0.800 0.95 / 26 0.800 1.70 / 29 BOTT: 0.800 5.71 / 27 0.800 7.25 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14683 TOP : Longitudinal direction - Only minimum steel required. 14683 BOTT: Longitudinal direction - Only minimum steel required. 14683 TOP : Transverse direction - Only minimum steel required. 14683 BOTT: Transverse direction - Only minimum steel required. 14683 TOP : 0.800 3.86 / 26 0.800 2.56 / 29 BOTT: 0.800 22.17 / 27 0.800 6.97 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14684 TOP : Longitudinal direction - Only minimum steel required. 14684 BOTT: Longitudinal direction - Only minimum steel required. 14684 TOP : Transverse direction - Only minimum steel required. 14684 BOTT: Transverse direction - Only minimum steel required. 14684 TOP : 0.800 6.14 / 26 0.800 3.14 / 29 BOTT: 0.800 38.95 / 27 0.800 6.42 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14685 TOP : Longitudinal direction - Only minimum steel required. 14685 BOTT: Longitudinal direction - Only minimum steel required. 14685 TOP : Transverse direction - Only minimum steel required. 14685 BOTT: Transverse direction - Only minimum steel required. 14685 TOP : 0.800 3.63 / 26 0.800 3.26 / 29 BOTT: 0.800 41.61 / 27 0.800 6.50 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14686 TOP : Longitudinal direction - Only minimum steel required. 14686 BOTT: Longitudinal direction - Only minimum steel required. 14686 TOP : Transverse direction - Only minimum steel required. 14686 BOTT: Transverse direction - Only minimum steel required. 14686 TOP : 0.800 4.56 / 29 0.800 3.62 / 29 BOTT: 0.800 43.54 / 28 0.800 8.63 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14687 TOP : Longitudinal direction - Only minimum steel required. 14687 BOTT: Longitudinal direction - Only minimum steel required. 14687 TOP : Transverse direction - Only minimum steel required. 14687 BOTT: Transverse direction - Only minimum steel required. 14687 TOP : 0.800 4.35 / 29 0.800 3.60 / 29 BOTT: 0.800 41.34 / 28 0.800 8.84 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14688 TOP : Longitudinal direction - Only minimum steel required. 14688 BOTT: Longitudinal direction - Only minimum steel required. 14688 TOP : Transverse direction - Only minimum steel required. 14688 BOTT: Transverse direction - Only minimum steel required. 14688 TOP : 0.800 2.73 / 27 0.800 3.36 / 29 BOTT: 0.800 40.21 / 26 0.800 7.39 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14689 TOP : Longitudinal direction - Only minimum steel required. 14689 BOTT: Longitudinal direction - Only minimum steel required. 14689 TOP : Transverse direction - Only minimum steel required. 14689 BOTT: Transverse direction - Only minimum steel required. 14689 TOP : 0.800 7.02 / 27 0.800 2.99 / 29 BOTT: 0.800 38.30 / 26 0.800 6.27 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14690 TOP : Longitudinal direction - Only minimum steel required. 14690 BOTT: Longitudinal direction - Only minimum steel required. 14690 TOP : Transverse direction - Only minimum steel required. 14690 BOTT: Transverse direction - Only minimum steel required. 14690 TOP : 0.800 4.26 / 27 0.800 2.27 / 29 BOTT: 0.800 21.93 / 26 0.800 6.52 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 400.000 MM 14691 TOP : Longitudinal direction - Only minimum steel required. 14691 BOTT: Longitudinal direction - Only minimum steel required. 14691 TOP : Transverse direction - Only minimum steel required. 14691 BOTT: Transverse direction - Only minimum steel required. 14691 TOP : 0.800 1.05 / 27 0.800 1.36 / 29 BOTT: 0.800 5.65 / 26 0.800 6.83 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14692 TOP : Longitudinal direction - Only minimum steel required. 14692 BOTT: Longitudinal direction - Only minimum steel required. 14692 TOP : Transverse direction - Only minimum steel required. 14692 BOTT: Transverse direction - Only minimum steel required. 14692 TOP : 0.400 1.01 / 22 0.400 0.35 / 22 BOTT: 0.400 0.12 / 26 0.400 0.14 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14693 TOP : Longitudinal direction - Only minimum steel required. 14693 BOTT: Longitudinal direction - Only minimum steel required. 14693 TOP : Transverse direction - Only minimum steel required. 14693 BOTT: Transverse direction - Only minimum steel required. 14693 TOP : 0.400 0.00 / 22 0.400 0.61 / 22 BOTT: 0.400 0.20 / 26 0.400 0.02 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14694 TOP : Longitudinal direction - Only minimum steel required. 14694 BOTT: Longitudinal direction - Only minimum steel required. 14694 TOP : Transverse direction - Only minimum steel required. 14694 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 2.03 / 22 0.400 0.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14695 TOP : Longitudinal direction - Only minimum steel required. 14695 BOTT: Longitudinal direction - Only minimum steel required. 14695 TOP : Transverse direction - Only minimum steel required. 14695 BOTT: Transverse direction - Only minimum steel required. 14695 TOP : 0.400 0.00 / 22 0.400 0.78 / 22 BOTT: 0.400 2.06 / 22 0.400 0.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14696 TOP : Longitudinal direction - Only minimum steel required. 14696 BOTT: Longitudinal direction - Only minimum steel required. 14696 TOP : Transverse direction - Only minimum steel required. 14696 BOTT: Transverse direction - Only minimum steel required. 14696 TOP : 0.400 0.00 / 22 0.400 0.75 / 22 BOTT: 0.400 0.36 / 22 0.400 0.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14697 TOP : Longitudinal direction - Only minimum steel required. 14697 BOTT: Longitudinal direction - Only minimum steel required. 14697 TOP : Transverse direction - Only minimum steel required. 14697 BOTT: Transverse direction - Only minimum steel required. 14697 TOP : 0.400 0.37 / 22 0.400 0.50 / 22 BOTT: 0.400 0.19 / 27 0.400 0.04 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14698 TOP : Longitudinal direction - Only minimum steel required. 14698 BOTT: Longitudinal direction - Only minimum steel required. 14698 TOP : Transverse direction - Only minimum steel required. 14698 BOTT: Transverse direction - Only minimum steel required. 14698 TOP : 0.400 0.99 / 22 0.400 0.25 / 22 BOTT: 0.400 0.12 / 27 0.400 0.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14699 TOP : Longitudinal direction - Only minimum steel required. 14699 BOTT: Longitudinal direction - Only minimum steel required. 14699 TOP : Transverse direction - Only minimum steel required. 14699 BOTT: Transverse direction - Only minimum steel required. 14699 TOP : 0.400 1.99 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.60 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14700 TOP : Longitudinal direction - Only minimum steel required. 14700 BOTT: Longitudinal direction - Only minimum steel required. 14700 TOP : Transverse direction - Only minimum steel required. 14700 BOTT: Transverse direction - Only minimum steel required. 14700 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 1.03 / 22 0.400 2.43 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14701 TOP : Longitudinal direction - Only minimum steel required. 14701 BOTT: Longitudinal direction - Only minimum steel required. 14701 TOP : Transverse direction - Only minimum steel required. 14701 BOTT: Transverse direction - Only minimum steel required. 14701 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 5.19 / 22 0.400 4.30 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14702 TOP : Longitudinal direction - Only minimum steel required. 14702 BOTT: Longitudinal direction - Only minimum steel required. 14702 TOP : Transverse direction - Only minimum steel required. 14702 BOTT: Transverse direction - Only minimum steel required. 14702 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 5.29 / 22 0.400 4.43 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14703 TOP : Longitudinal direction - Only minimum steel required. 14703 BOTT: Longitudinal direction - Only minimum steel required. 14703 TOP : Transverse direction - Only minimum steel required. 14703 BOTT: Transverse direction - Only minimum steel required. 14703 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 1.55 / 22 0.400 2.92 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14704 TOP : Longitudinal direction - Only minimum steel required. 14704 BOTT: Longitudinal direction - Only minimum steel required. 14704 TOP : Transverse direction - Only minimum steel required.
14704 TOP : 0.400 0.29 / 22 0.400 0.00 / 22 BOTT: 0.400 0.31 / 27 0.400 1.52 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14705 TOP : Longitudinal direction - Only minimum steel required. 14705 BOTT: Longitudinal direction - Only minimum steel required. 14705 TOP : Transverse direction - Only minimum steel required. 14705 BOTT: Transverse direction - Only minimum steel required. 14705 TOP : 0.400 2.09 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.29 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14706 TOP : Longitudinal direction - Only minimum steel required. 14706 BOTT: Longitudinal direction - Only minimum steel required. 14706 TOP : Transverse direction - Only minimum steel required. 14706 BOTT: Transverse direction - Only minimum steel required. 14706 TOP : 0.400 2.47 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.81 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14707 TOP : Longitudinal direction - Only minimum steel required. 14707 BOTT: Longitudinal direction - Only minimum steel required. 14707 TOP : Transverse direction - Only minimum steel required. 14707 BOTT: Transverse direction - Only minimum steel required. 14707 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 1.53 / 22 0.400 3.20 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14708 TOP : Longitudinal direction - Only minimum steel required. 14708 BOTT: Longitudinal direction - Only minimum steel required. 14708 TOP : Transverse direction - Only minimum steel required. 14708 BOTT: Transverse direction - Only minimum steel required. 14708 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 6.18 / 22 0.400 5.22 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14709 TOP : Longitudinal direction - Only minimum steel required. 14709 BOTT: Longitudinal direction - Only minimum steel required. 14709 TOP : Transverse direction - Only minimum steel required. 14709 BOTT: Transverse direction - Only minimum steel required. 14709 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 6.32 / 22 0.400 5.42 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14710 TOP : Longitudinal direction - Only minimum steel required. 14710 BOTT: Longitudinal direction - Only minimum steel required. 14710 TOP : Transverse direction - Only minimum steel required. 14710 BOTT: Transverse direction - Only minimum steel required. 14710 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 2.20 / 22 0.400 3.89 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14711 TOP : Longitudinal direction - Only minimum steel required. 14711 BOTT: Longitudinal direction - Only minimum steel required. 14711 TOP : Transverse direction - Only minimum steel required. 14711 BOTT: Transverse direction - Only minimum steel required. 14711 TOP : 0.400 0.29 / 22 0.400 0.00 / 22 BOTT: 0.400 0.35 / 27 0.400 2.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14712 TOP : Longitudinal direction - Only minimum steel required. 14712 BOTT: Longitudinal direction - Only minimum steel required. 14712 TOP : Transverse direction - Only minimum steel required. 14712 BOTT: Transverse direction - Only minimum steel required. 14712 TOP : 0.400 2.63 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.42 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14713 TOP : Longitudinal direction - Only minimum steel required. 14713 BOTT: Longitudinal direction - Only minimum steel required. 14713 TOP : Transverse direction - Only minimum steel required. 14713 BOTT: Transverse direction - Only minimum steel required. 14713 TOP : 0.400 2.44 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.79 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14714 TOP : Longitudinal direction - Only minimum steel required. 14714 BOTT: Longitudinal direction - Only minimum steel required. 14714 TOP : Transverse direction - Only minimum steel required.
14714 BOTT: Transverse direction - Only minimum steel required. 14714 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 1.50 / 22 0.400 3.14 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14715 TOP : Longitudinal direction - Only minimum steel required. 14715 BOTT: Longitudinal direction - Only minimum steel required. 14715 TOP : Transverse direction - Only minimum steel required. 14715 BOTT: Transverse direction - Only minimum steel required. 14715 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 6.11 / 22 0.400 5.14 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14716 TOP : Longitudinal direction - Only minimum steel required. 14716 BOTT: Longitudinal direction - Only minimum steel required. 14716 TOP : Transverse direction - Only minimum steel required. 14716 BOTT: Transverse direction - Only minimum steel required. 14716 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 6.25 / 22 0.400 5.33 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14717 TOP : Longitudinal direction - Only minimum steel required. 14717 BOTT: Longitudinal direction - Only minimum steel required. 14717 TOP : Transverse direction - Only minimum steel required. 14717 BOTT: Transverse direction - Only minimum steel required. 14717 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 2.16 / 22 0.400 3.81 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14718 TOP : Longitudinal direction - Only minimum steel required. 14718 BOTT: Longitudinal direction - Only minimum steel required. 14718 TOP : Transverse direction - Only minimum steel required. 14718 BOTT: Transverse direction - Only minimum steel required. 14718 TOP : 0.400 0.29 / 22 0.400 0.00 / 22 BOTT: 0.400 0.35 / 27 0.400 2.05 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14719 TOP : Longitudinal direction - Only minimum steel required. 14719 BOTT: Longitudinal direction - Only minimum steel required. 14719 TOP : Transverse direction - Only minimum steel required. 14719 BOTT: Transverse direction - Only minimum steel required. 14719 TOP : 0.400 2.60 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.41 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14720 TOP : Longitudinal direction - Only minimum steel required. 14720 BOTT: Longitudinal direction - Only minimum steel required. 14720 TOP : Transverse direction - Only minimum steel required. 14720 BOTT: Transverse direction - Only minimum steel required. 14720 TOP : 0.400 1.91 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.53 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14721 TOP : Longitudinal direction - Only minimum steel required. 14721 BOTT: Longitudinal direction - Only minimum steel required. 14721 TOP : Transverse direction - Only minimum steel required. 14721 BOTT: Transverse direction - Only minimum steel required. 14721 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 0.94 / 22 0.400 2.24 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14722 TOP : Longitudinal direction - Only minimum steel required. 14722 BOTT: Longitudinal direction - Only minimum steel required. 14722 TOP : Transverse direction - Only minimum steel required. 14722 BOTT: Transverse direction - Only minimum steel required. 14722 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 4.98 / 22 0.400 4.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14723 TOP : Longitudinal direction - Only minimum steel required. 14723 BOTT: Longitudinal direction - Only minimum steel required. 14723 TOP : Transverse direction - Only minimum steel required. 14723 BOTT: Transverse direction - Only minimum steel required. 14723 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 5.08 / 22 0.400 4.13 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14724 TOP : Longitudinal direction - Only minimum steel required.
14724 TOP : Transverse direction - Only minimum steel required. 14724 BOTT: Transverse direction - Only minimum steel required. 14724 TOP : 0.400 0.00 / 22 0.400 0.00 / 22 BOTT: 0.400 1.43 / 22 0.400 2.68 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14725 TOP : Longitudinal direction - Only minimum steel required. 14725 BOTT: Longitudinal direction - Only minimum steel required. 14725 TOP : Transverse direction - Only minimum steel required. 14725 BOTT: Transverse direction - Only minimum steel required. 14725 TOP : 0.400 0.31 / 22 0.400 0.00 / 22 BOTT: 0.400 0.30 / 27 0.400 1.37 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14726 TOP : Longitudinal direction - Only minimum steel required. 14726 BOTT: Longitudinal direction - Only minimum steel required. 14726 TOP : Transverse direction - Only minimum steel required. 14726 BOTT: Transverse direction - Only minimum steel required. 14726 TOP : 0.400 2.01 / 22 0.400 0.00 / 22 BOTT: 0.400 0.00 / 27 0.400 0.24 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14727 TOP : Longitudinal direction - Only minimum steel required. 14727 BOTT: Longitudinal direction - Only minimum steel required. 14727 TOP : Transverse direction - Only minimum steel required. 14727 BOTT: Transverse direction - Only minimum steel required. 14727 TOP : 0.400 0.97 / 22 0.400 0.40 / 22 BOTT: 0.400 0.13 / 26 0.400 0.15 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14728 TOP : Longitudinal direction - Only minimum steel required. 14728 BOTT: Longitudinal direction - Only minimum steel required. 14728 TOP : Transverse direction - Only minimum steel required. 14728 BOTT: Transverse direction - Only minimum steel required. 14728 TOP : 0.400 0.00 / 22 0.400 0.80 / 22 BOTT: 0.400 0.18 / 26 0.400 0.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14729 TOP : Longitudinal direction - Only minimum steel required. 14729 BOTT: Longitudinal direction - Only minimum steel required. 14729 TOP : Transverse direction - Only minimum steel required. 14729 BOTT: Transverse direction - Only minimum steel required. 14729 TOP : 0.400 0.00 / 22 0.400 0.99 / 22 BOTT: 0.400 1.92 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14730 TOP : Longitudinal direction - Only minimum steel required. 14730 BOTT: Longitudinal direction - Only minimum steel required. 14730 TOP : Transverse direction - Only minimum steel required. 14730 BOTT: Transverse direction - Only minimum steel required. 14730 TOP : 0.400 0.00 / 22 0.400 1.04 / 22 BOTT: 0.400 1.94 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14731 TOP : Longitudinal direction - Only minimum steel required. 14731 BOTT: Longitudinal direction - Only minimum steel required. 14731 TOP : Transverse direction - Only minimum steel required. 14731 BOTT: Transverse direction - Only minimum steel required. 14731 TOP : 0.400 0.00 / 22 0.400 0.98 / 22 BOTT: 0.400 0.28 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14732 TOP : Longitudinal direction - Only minimum steel required. 14732 BOTT: Longitudinal direction - Only minimum steel required. 14732 TOP : Transverse direction - Only minimum steel required. 14732 BOTT: Transverse direction - Only minimum steel required. 14732 TOP : 0.400 0.40 / 22 0.400 0.62 / 22 BOTT: 0.400 0.18 / 27 0.400 0.04 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14733 TOP : Longitudinal direction - Only minimum steel required. 14733 BOTT: Longitudinal direction - Only minimum steel required. 14733 TOP : Transverse direction - Only minimum steel required. 14733 BOTT: Transverse direction - Only minimum steel required. 14733 TOP : 0.400 0.94 / 22 0.400 0.28 / 22 BOTT: 0.400 0.13 / 27 0.400 0.20 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
14734 BOTT: Longitudinal direction - Only minimum steel required. 14734 TOP : Transverse direction - Only minimum steel required. 14734 BOTT: Transverse direction - Only minimum steel required. 14734 TOP : 0.400 0.08 / 25 0.400 1.21 / 22 BOTT: 0.400 0.11 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14735 TOP : Longitudinal direction - Only minimum steel required. 14735 BOTT: Longitudinal direction - Only minimum steel required. 14735 TOP : Transverse direction - Only minimum steel required. 14735 BOTT: Transverse direction - Only minimum steel required. 14735 TOP : 0.400 1.95 / 22 0.400 0.83 / 22 BOTT: 0.400 0.00 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14736 TOP : Longitudinal direction - Only minimum steel required. 14736 BOTT: Longitudinal direction - Only minimum steel required. 14736 TOP : Transverse direction - Only minimum steel required. 14736 BOTT: Transverse direction - Only minimum steel required. 14736 TOP : 0.400 0.86 / 22 0.400 3.18 / 22 BOTT: 0.400 0.00 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14737 TOP : Longitudinal direction - Only minimum steel required. 14737 BOTT: Longitudinal direction - Only minimum steel required. 14737 TOP : Transverse direction - Only minimum steel required. 14737 BOTT: Transverse direction - Only minimum steel required. 14737 TOP : 0.400 3.33 / 22 0.400 0.63 / 22 BOTT: 0.400 0.00 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14738 TOP : Longitudinal direction - Only minimum steel required. 14738 BOTT: Longitudinal direction - Only minimum steel required. 14738 TOP : Transverse direction - Only minimum steel required. 14738 BOTT: Transverse direction - Only minimum steel required. 14738 TOP : 0.400 1.53 / 22 0.400 2.42 / 22 BOTT: 0.400 0.00 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14739 TOP : Longitudinal direction - Only minimum steel required. 14739 BOTT: Longitudinal direction - Only minimum steel required. 14739 TOP : Transverse direction - Only minimum steel required. 14739 BOTT: Transverse direction - Only minimum steel required. 14739 TOP : 0.400 0.82 / 22 0.400 3.08 / 22 BOTT: 0.400 0.00 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14740 TOP : Longitudinal direction - Only minimum steel required. 14740 BOTT: Longitudinal direction - Only minimum steel required. 14740 TOP : Transverse direction - Only minimum steel required. 14740 BOTT: Transverse direction - Only minimum steel required. 14740 TOP : 0.400 2.15 / 22 0.400 0.45 / 22 BOTT: 0.400 0.00 / 28 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14741 TOP : Longitudinal direction - Only minimum steel required. 14741 BOTT: Longitudinal direction - Only minimum steel required. 14741 TOP : Transverse direction - Only minimum steel required. 14741 BOTT: Transverse direction - Only minimum steel required. 14741 TOP : 0.400 0.06 / 26 0.400 1.15 / 22 BOTT: 0.400 0.14 / 29 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14742 TOP : Longitudinal direction - Only minimum steel required. 14742 BOTT: Longitudinal direction - Only minimum steel required. 14742 TOP : Transverse direction - Only minimum steel required. 14742 BOTT: Transverse direction - Only minimum steel required. 14742 TOP : 0.400 0.06 / 29 0.400 1.18 / 22 BOTT: 0.400 0.17 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14743 TOP : Longitudinal direction - Only minimum steel required. 14743 BOTT: Longitudinal direction - Only minimum steel required. 14743 TOP : Transverse direction - Only minimum steel required. 14743 BOTT: Transverse direction - Only minimum steel required. 14743 TOP : 0.400 2.16 / 22 0.400 0.35 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
14744 TOP : Longitudinal direction - Only minimum steel required. 14744 BOTT: Longitudinal direction - Only minimum steel required. 14744 TOP : Transverse direction - Only minimum steel required. 14744 BOTT: Transverse direction - Only minimum steel required. 14744 TOP : 0.400 0.96 / 22 0.400 3.76 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14745 TOP : Longitudinal direction - Only minimum steel required. 14745 BOTT: Longitudinal direction - Only minimum steel required. 14745 TOP : Transverse direction - Only minimum steel required. 14745 BOTT: Transverse direction - Only minimum steel required. 14745 TOP : 0.400 4.22 / 22 0.400 0.75 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14746 TOP : Longitudinal direction - Only minimum steel required. 14746 BOTT: Longitudinal direction - Only minimum steel required. 14746 TOP : Transverse direction - Only minimum steel required. 14746 BOTT: Transverse direction - Only minimum steel required. 14746 TOP : 0.400 1.87 / 22 0.400 3.12 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14747 TOP : Longitudinal direction - Only minimum steel required. 14747 BOTT: Longitudinal direction - Only minimum steel required. 14747 TOP : Transverse direction - Only minimum steel required. 14747 BOTT: Transverse direction - Only minimum steel required. 14747 TOP : 0.400 1.07 / 22 0.400 4.03 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14748 TOP : Longitudinal direction - Only minimum steel required. 14748 BOTT: Longitudinal direction - Only minimum steel required. 14748 TOP : Transverse direction - Only minimum steel required. 14748 BOTT: Transverse direction - Only minimum steel required. 14748 TOP : 0.400 2.57 / 22 0.400 0.53 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14749 TOP : Longitudinal direction - Only minimum steel required. 14749 BOTT: Longitudinal direction - Only minimum steel required. 14749 TOP : Transverse direction - Only minimum steel required. 14749 BOTT: Transverse direction - Only minimum steel required. 14749 TOP : 0.400 0.27 / 22 0.400 2.65 / 22 BOTT: 0.400 0.00 / 26 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14750 TOP : Longitudinal direction - Only minimum steel required. 14750 BOTT: Longitudinal direction - Only minimum steel required. 14750 TOP : Transverse direction - Only minimum steel required. 14750 BOTT: Transverse direction - Only minimum steel required. 14750 TOP : 0.400 0.06 / 28 0.400 1.13 / 22 BOTT: 0.400 0.09 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14751 TOP : Longitudinal direction - Only minimum steel required. 14751 BOTT: Longitudinal direction - Only minimum steel required. 14751 TOP : Transverse direction - Only minimum steel required. 14751 BOTT: Transverse direction - Only minimum steel required. 14751 TOP : 0.400 0.43 / 22 0.400 0.06 / 29 BOTT: 0.400 0.00 / 22 0.400 0.23 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14752 TOP : Longitudinal direction - Only minimum steel required. 14752 BOTT: Longitudinal direction - Only minimum steel required. 14752 TOP : Transverse direction - Only minimum steel required. 14752 BOTT: Transverse direction - Only minimum steel required. 14752 TOP : 0.400 1.16 / 22 0.400 0.06 / 28 BOTT: 0.400 0.00 / 22 0.400 0.18 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14753 TOP : Longitudinal direction - Only minimum steel required. 14753 BOTT: Longitudinal direction - Only minimum steel required. 14753 TOP : Transverse direction - Only minimum steel required. 14753 BOTT: Transverse direction - Only minimum steel required. 14753 TOP : 0.400 2.01 / 22 0.400 0.45 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 26
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14754 TOP : Longitudinal direction - Only minimum steel required. 14754 BOTT: Longitudinal direction - Only minimum steel required. 14754 TOP : Transverse direction - Only minimum steel required. 14754 BOTT: Transverse direction - Only minimum steel required. 14754 TOP : 0.400 2.46 / 22 0.400 2.24 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14755 TOP : Longitudinal direction - Only minimum steel required. 14755 BOTT: Longitudinal direction - Only minimum steel required. 14755 TOP : Transverse direction - Only minimum steel required. 14755 BOTT: Transverse direction - Only minimum steel required. 14755 TOP : 0.400 0.73 / 22 0.400 4.04 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14756 TOP : Longitudinal direction - Only minimum steel required. 14756 BOTT: Longitudinal direction - Only minimum steel required. 14756 TOP : Transverse direction - Only minimum steel required. 14756 BOTT: Transverse direction - Only minimum steel required. 14756 TOP : 0.400 4.04 / 22 0.400 0.75 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14757 TOP : Longitudinal direction - Only minimum steel required. 14757 BOTT: Longitudinal direction - Only minimum steel required. 14757 TOP : Transverse direction - Only minimum steel required. 14757 BOTT: Transverse direction - Only minimum steel required. 14757 TOP : 0.400 1.87 / 22 0.400 3.21 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14758 TOP : Longitudinal direction - Only minimum steel required. 14758 BOTT: Longitudinal direction - Only minimum steel required. 14758 TOP : Transverse direction - Only minimum steel required. 14758 BOTT: Transverse direction - Only minimum steel required. 14758 TOP : 0.400 0.54 / 22 0.400 2.52 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14759 TOP : Longitudinal direction - Only minimum steel required. 14759 BOTT: Longitudinal direction - Only minimum steel required. 14759 TOP : Transverse direction - Only minimum steel required. 14759 BOTT: Transverse direction - Only minimum steel required. 14759 TOP : 0.400 2.49 / 22 0.400 0.38 / 22 BOTT: 0.400 0.00 / 22 0.400 0.01 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14760 TOP : Longitudinal direction - Only minimum steel required. 14760 BOTT: Longitudinal direction - Only minimum steel required. 14760 TOP : Transverse direction - Only minimum steel required. 14760 BOTT: Transverse direction - Only minimum steel required. 14760 TOP : 0.400 0.23 / 25 0.400 1.05 / 22 BOTT: 0.400 0.03 / 22 0.400 0.00 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14761 TOP : Longitudinal direction - Only minimum steel required. 14761 BOTT: Longitudinal direction - Only minimum steel required. 14761 TOP : Transverse direction - Only minimum steel required. 14761 BOTT: Transverse direction - Only minimum steel required. 14761 TOP : 0.400 0.06 / 28 0.400 0.44 / 22 BOTT: 0.400 0.24 / 27 0.400 0.00 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14762 TOP : Longitudinal direction - Only minimum steel required. 14762 BOTT: Longitudinal direction - Only minimum steel required. 14762 TOP : Transverse direction - Only minimum steel required. 14762 BOTT: Transverse direction - Only minimum steel required. 14762 TOP : 0.400 1.00 / 22 0.400 0.07 / 27 BOTT: 0.400 0.00 / 27 0.400 0.15 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14765 TOP : Longitudinal direction - Only minimum steel required. 14765 BOTT: Longitudinal direction - Only minimum steel required. 14765 TOP : Transverse direction - Only minimum steel required. 14765 BOTT: Transverse direction - Only minimum steel required. 14765 TOP : 0.400 0.94 / 22 0.400 0.06 / 27 BOTT: 0.400 0.00 / 27 0.400 0.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14773 TOP : Longitudinal direction - Only minimum steel required. 14773 BOTT: Longitudinal direction - Only minimum steel required. 14773 TOP : Transverse direction - Only minimum steel required. 14773 BOTT: Transverse direction - Only minimum steel required. 14773 TOP : 0.400 0.47 / 26 0.400 2.77 / 26 BOTT: 0.400 1.92 / 27 0.400 11.32 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14774 TOP : Longitudinal direction - Only minimum steel required. 14774 BOTT: Longitudinal direction - Only minimum steel required. 14774 TOP : Transverse direction - Only minimum steel required. 14774 BOTT: Transverse direction - Only minimum steel required. 14774 TOP : 0.400 2.25 / 26 0.400 1.34 / 26 BOTT: 0.400 9.76 / 27 0.400 2.57 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14775 TOP : Longitudinal direction - Only minimum steel required. 14775 BOTT: Longitudinal direction - Only minimum steel required. 14775 TOP : Transverse direction - Only minimum steel required. 14775 BOTT: Transverse direction - Only minimum steel required. 14775 TOP : 0.400 0.41 / 26 0.400 2.40 / 26 BOTT: 0.400 2.12 / 27 0.400 12.48 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14776 TOP : Longitudinal direction - Only minimum steel required. 14776 BOTT: Longitudinal direction - Only minimum steel required. 14776 TOP : Transverse direction - Only minimum steel required. 14776 BOTT: Transverse direction - Only minimum steel required. 14776 TOP : 0.400 0.41 / 26 0.400 2.40 / 26 BOTT: 0.400 2.12 / 27 0.400 12.48 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14777 TOP : Longitudinal direction - Only minimum steel required. 14777 BOTT: Longitudinal direction - Only minimum steel required. 14777 TOP : Transverse direction - Only minimum steel required. 14777 BOTT: Transverse direction - Only minimum steel required. 14777 TOP : 0.400 1.86 / 26 0.400 1.14 / 26 BOTT: 0.400 10.12 / 27 0.400 6.33 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14778 TOP : Longitudinal direction - Only minimum steel required. 14778 BOTT: Longitudinal direction - Only minimum steel required. 14778 TOP : Transverse direction - Only minimum steel required. 14778 BOTT: Transverse direction - Only minimum steel required. 14778 TOP : 0.400 0.34 / 26 0.400 2.03 / 26 BOTT: 0.400 1.97 / 27 0.400 11.61 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14779 TOP : Longitudinal direction - Only minimum steel required. 14779 BOTT: Longitudinal direction - Only minimum steel required. 14779 TOP : Transverse direction - Only minimum steel required. 14779 BOTT: Transverse direction - Only minimum steel required. 14779 TOP : 0.400 0.34 / 26 0.400 2.03 / 26 BOTT: 0.400 1.97 / 27 0.400 11.61 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14780 TOP : Longitudinal direction - Only minimum steel required. 14780 BOTT: Longitudinal direction - Only minimum steel required. 14780 TOP : Transverse direction - Only minimum steel required. 14780 BOTT: Transverse direction - Only minimum steel required. 14780 TOP : 0.400 2.06 / 26 0.400 0.98 / 26 BOTT: 0.400 11.00 / 27 0.400 5.29 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14781 TOP : Longitudinal direction - Only minimum steel required. 14781 BOTT: Longitudinal direction - Only minimum steel required. 14781 TOP : Transverse direction - Only minimum steel required. 14781 BOTT: Transverse direction - Only minimum steel required. 14781 TOP : 0.400 0.44 / 26 0.400 2.60 / 26 BOTT: 0.400 2.28 / 27 0.400 13.39 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14782 TOP : Longitudinal direction - Only minimum steel required. 14782 BOTT: Longitudinal direction - Only minimum steel required. 14782 TOP : Transverse direction - Only minimum steel required. 14782 BOTT: Transverse direction - Only minimum steel required. 14782 TOP : 0.400 0.44 / 26 0.400 2.60 / 26 BOTT: 0.400 2.28 / 27 0.400 13.39 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14783 TOP : Longitudinal direction - Only minimum steel required. 14783 BOTT: Longitudinal direction - Only minimum steel required. 14783 TOP : Transverse direction - Only minimum steel required. 14783 BOTT: Transverse direction - Only minimum steel required. 14783 TOP : 0.400 2.84 / 26 0.400 1.11 / 28 BOTT: 0.400 11.01 / 27 0.400 0.00 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14784 TOP : Longitudinal direction - Only minimum steel required. 14784 BOTT: Longitudinal direction - Only minimum steel required. 14784 TOP : Transverse direction - Only minimum steel required. 14784 BOTT: Transverse direction - Only minimum steel required. 14784 TOP : 0.400 2.29 / 29 0.400 1.38 / 26 BOTT: 0.400 0.30 / 28 0.400 2.22 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14785 TOP : Longitudinal direction - Only minimum steel required. 14785 BOTT: Longitudinal direction - Only minimum steel required. 14785 TOP : Transverse direction - Only minimum steel required. 14785 BOTT: Transverse direction - Only minimum steel required. 14785 TOP : 0.400 0.55 / 26 0.400 1.56 / 26 BOTT: 0.400 2.30 / 27 0.400 3.64 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14786 TOP : Longitudinal direction - Only minimum steel required. 14786 BOTT: Longitudinal direction - Only minimum steel required. 14786 TOP : Transverse direction - Only minimum steel required. 14786 BOTT: Transverse direction - Only minimum steel required. 14786 TOP : 0.400 0.55 / 26 0.400 1.52 / 26 BOTT: 0.400 2.10 / 27 0.400 3.48 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14787 TOP : Longitudinal direction - Only minimum steel required. 14787 BOTT: Longitudinal direction - Only minimum steel required. 14787 TOP : Transverse direction - Only minimum steel required. 14787 BOTT: Transverse direction - Only minimum steel required. 14787 TOP : 0.400 2.59 / 28 0.400 1.35 / 26 BOTT: 0.400 0.26 / 29 0.400 2.09 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14788 TOP : Longitudinal direction - Only minimum steel required. 14788 BOTT: Longitudinal direction - Only minimum steel required. 14788 TOP : Transverse direction - Only minimum steel required. 14788 BOTT: Transverse direction - Only minimum steel required. 14788 TOP : 0.400 2.10 / 29 0.400 1.05 / 26 BOTT: 0.400 0.64 / 28 0.400 0.31 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14789 TOP : Longitudinal direction - Only minimum steel required. 14789 BOTT: Longitudinal direction - Only minimum steel required. 14789 TOP : Transverse direction - Only minimum steel required. 14789 BOTT: Transverse direction - Only minimum steel required. 14789 TOP : 0.400 0.41 / 26 0.400 1.10 / 26 BOTT: 0.400 1.15 / 27 0.400 0.51 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14790 TOP : Longitudinal direction - Only minimum steel required. 14790 BOTT: Longitudinal direction - Only minimum steel required. 14790 TOP : Transverse direction - Only minimum steel required. 14790 BOTT: Transverse direction - Only minimum steel required. 14790 TOP : 0.400 0.40 / 26 0.400 1.10 / 26 BOTT: 0.400 1.03 / 27 0.400 0.50 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14791 TOP : Longitudinal direction - Only minimum steel required. 14791 BOTT: Longitudinal direction - Only minimum steel required. 14791 TOP : Transverse direction - Only minimum steel required. 14791 BOTT: Transverse direction - Only minimum steel required. 14791 TOP : 0.400 2.24 / 28 0.400 1.06 / 26 BOTT: 0.400 0.61 / 29 0.400 0.30 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14792 TOP : Longitudinal direction - Only minimum steel required. 14792 BOTT: Longitudinal direction - Only minimum steel required. 14792 TOP : Transverse direction - Only minimum steel required. 14792 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 0.73 / 28 0.400 0.43 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14793 TOP : Longitudinal direction - Only minimum steel required. 14793 BOTT: Longitudinal direction - Only minimum steel required. 14793 TOP : Transverse direction - Only minimum steel required. 14793 BOTT: Transverse direction - Only minimum steel required. 14793 TOP : 0.400 0.26 / 29 0.400 0.86 / 26 BOTT: 0.400 0.35 / 28 0.400 0.26 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14794 TOP : Longitudinal direction - Only minimum steel required. 14794 BOTT: Longitudinal direction - Only minimum steel required. 14794 TOP : Transverse direction - Only minimum steel required. 14794 BOTT: Transverse direction - Only minimum steel required. 14794 TOP : 0.400 0.34 / 28 0.400 0.87 / 26 BOTT: 0.400 0.38 / 29 0.400 0.27 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14795 TOP : Longitudinal direction - Only minimum steel required. 14795 BOTT: Longitudinal direction - Only minimum steel required. 14795 TOP : Transverse direction - Only minimum steel required. 14795 BOTT: Transverse direction - Only minimum steel required. 14795 TOP : 0.400 1.19 / 28 0.400 0.88 / 26 BOTT: 0.400 0.74 / 29 0.400 0.45 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14796 TOP : Longitudinal direction - Only minimum steel required. 14796 BOTT: Longitudinal direction - Only minimum steel required. 14796 TOP : Transverse direction - Only minimum steel required. 14796 BOTT: Transverse direction - Only minimum steel required. 14796 TOP : 0.400 0.61 / 29 0.400 0.78 / 26 BOTT: 0.400 0.54 / 28 0.400 0.58 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14797 TOP : Longitudinal direction - Only minimum steel required. 14797 BOTT: Longitudinal direction - Only minimum steel required. 14797 TOP : Transverse direction - Only minimum steel required. 14797 BOTT: Transverse direction - Only minimum steel required. 14797 TOP : 0.400 0.23 / 29 0.400 0.76 / 26 BOTT: 0.400 0.18 / 28 0.400 0.49 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14798 TOP : Longitudinal direction - Only minimum steel required. 14798 BOTT: Longitudinal direction - Only minimum steel required. 14798 TOP : Transverse direction - Only minimum steel required. 14798 BOTT: Transverse direction - Only minimum steel required. 14798 TOP : 0.400 0.25 / 28 0.400 0.76 / 26 BOTT: 0.400 0.20 / 29 0.400 0.49 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14799 TOP : Longitudinal direction - Only minimum steel required. 14799 BOTT: Longitudinal direction - Only minimum steel required. 14799 TOP : Transverse direction - Only minimum steel required. 14799 BOTT: Transverse direction - Only minimum steel required. 14799 TOP : 0.400 0.61 / 28 0.400 0.79 / 26 BOTT: 0.400 0.54 / 29 0.400 0.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14800 TOP : Longitudinal direction - Only minimum steel required. 14800 BOTT: Longitudinal direction - Only minimum steel required. 14800 TOP : Transverse direction - Only minimum steel required. 14800 BOTT: Transverse direction - Only minimum steel required. 14800 TOP : 0.400 0.21 / 29 0.400 0.71 / 26 BOTT: 0.400 0.25 / 28 0.400 0.68 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14801 TOP : Longitudinal direction - Only minimum steel required. 14801 BOTT: Longitudinal direction - Only minimum steel required. 14801 TOP : Transverse direction - Only minimum steel required. 14801 BOTT: Transverse direction - Only minimum steel required. 14801 TOP : 0.400 0.12 / 29 0.400 0.72 / 26 BOTT: 0.400 0.08 / 28 0.400 0.65 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14802 TOP : Longitudinal direction - Only minimum steel required. 14802 BOTT: Longitudinal direction - Only minimum steel required. 14802 TOP : Transverse direction - Only minimum steel required. 14802 BOTT: Transverse direction - Only minimum steel required.
14802 TOP : 0.400 0.13 / 28 0.400 0.72 / 26 BOTT: 0.400 0.08 / 29 0.400 0.66 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14803 TOP : Longitudinal direction - Only minimum steel required. 14803 BOTT: Longitudinal direction - Only minimum steel required. 14803 TOP : Transverse direction - Only minimum steel required. 14803 BOTT: Transverse direction - Only minimum steel required. 14803 TOP : 0.400 0.19 / 28 0.400 0.72 / 26 BOTT: 0.400 0.23 / 29 0.400 0.69 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14804 TOP : Longitudinal direction - Only minimum steel required. 14804 BOTT: Longitudinal direction - Only minimum steel required. 14804 TOP : Transverse direction - Only minimum steel required. 14804 BOTT: Transverse direction - Only minimum steel required. 14804 TOP : 0.400 0.02 / 27 0.400 0.74 / 26 BOTT: 0.400 0.07 / 26 0.400 0.75 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14805 TOP : Longitudinal direction - Only minimum steel required. 14805 BOTT: Longitudinal direction - Only minimum steel required. 14805 TOP : Transverse direction - Only minimum steel required. 14805 BOTT: Transverse direction - Only minimum steel required. 14805 TOP : 0.400 0.05 / 29 0.400 0.71 / 26 BOTT: 0.400 0.02 / 28 0.400 0.70 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14806 TOP : Longitudinal direction - Only minimum steel required. 14806 BOTT: Longitudinal direction - Only minimum steel required. 14806 TOP : Transverse direction - Only minimum steel required. 14806 BOTT: Transverse direction - Only minimum steel required. 14806 TOP : 0.400 0.04 / 28 0.400 0.72 / 26 BOTT: 0.400 0.01 / 29 0.400 0.70 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14807 TOP : Longitudinal direction - Only minimum steel required. 14807 BOTT: Longitudinal direction - Only minimum steel required. 14807 TOP : Transverse direction - Only minimum steel required. 14807 BOTT: Transverse direction - Only minimum steel required. 14807 TOP : 0.400 0.00 / 28 0.400 0.75 / 26 BOTT: 0.400 0.04 / 26 0.400 0.76 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14808 TOP : Longitudinal direction - Only minimum steel required. 14808 BOTT: Longitudinal direction - Only minimum steel required. 14808 TOP : Transverse direction - Only minimum steel required. 14808 BOTT: Transverse direction - Only minimum steel required. 14808 TOP : 0.400 0.05 / 28 0.400 0.72 / 26 BOTT: 0.400 0.07 / 29 0.400 0.66 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14809 TOP : Longitudinal direction - Only minimum steel required. 14809 BOTT: Longitudinal direction - Only minimum steel required. 14809 TOP : Transverse direction - Only minimum steel required. 14809 BOTT: Transverse direction - Only minimum steel required. 14809 TOP : 0.400 0.03 / 27 0.400 0.71 / 26 BOTT: 0.400 0.02 / 26 0.400 0.66 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14810 TOP : Longitudinal direction - Only minimum steel required. 14810 BOTT: Longitudinal direction - Only minimum steel required. 14810 TOP : Transverse direction - Only minimum steel required. 14810 BOTT: Transverse direction - Only minimum steel required. 14810 TOP : 0.400 0.02 / 27 0.400 0.72 / 26 BOTT: 0.400 0.01 / 26 0.400 0.66 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14811 TOP : Longitudinal direction - Only minimum steel required. 14811 BOTT: Longitudinal direction - Only minimum steel required. 14811 TOP : Transverse direction - Only minimum steel required. 14811 BOTT: Transverse direction - Only minimum steel required. 14811 TOP : 0.400 0.08 / 29 0.400 0.73 / 26 BOTT: 0.400 0.08 / 28 0.400 0.66 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14812 TOP : Longitudinal direction - Only minimum steel required. 14812 BOTT: Longitudinal direction - Only minimum steel required. 14812 TOP : Transverse direction - Only minimum steel required.
14812 BOTT: Transverse direction - Only minimum steel required. 14812 TOP : 0.400 0.04 / 28 0.400 0.71 / 26 BOTT: 0.400 0.03 / 29 0.400 0.62 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14813 TOP : Longitudinal direction - Only minimum steel required. 14813 BOTT: Longitudinal direction - Only minimum steel required. 14813 TOP : Transverse direction - Only minimum steel required. 14813 BOTT: Transverse direction - Only minimum steel required. 14813 TOP : 0.400 0.01 / 27 0.400 0.70 / 26 BOTT: 0.400 0.02 / 26 0.400 0.63 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14814 TOP : Longitudinal direction - Only minimum steel required. 14814 BOTT: Longitudinal direction - Only minimum steel required. 14814 TOP : Transverse direction - Only minimum steel required. 14814 BOTT: Transverse direction - Only minimum steel required. 14814 TOP : 0.400 0.01 / 29 0.400 0.71 / 26 BOTT: 0.400 0.01 / 28 0.400 0.63 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14815 TOP : Longitudinal direction - Only minimum steel required. 14815 BOTT: Longitudinal direction - Only minimum steel required. 14815 TOP : Transverse direction - Only minimum steel required. 14815 BOTT: Transverse direction - Only minimum steel required. 14815 TOP : 0.400 0.06 / 29 0.400 0.72 / 26 BOTT: 0.400 0.04 / 28 0.400 0.63 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14816 TOP : Longitudinal direction - Only minimum steel required. 14816 BOTT: Longitudinal direction - Only minimum steel required. 14816 TOP : Transverse direction - Only minimum steel required. 14816 BOTT: Transverse direction - Only minimum steel required. 14816 TOP : 0.400 0.02 / 29 0.400 0.65 / 26 BOTT: 0.400 0.02 / 28 0.400 0.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14817 TOP : Longitudinal direction - Only minimum steel required. 14817 BOTT: Longitudinal direction - Only minimum steel required. 14817 TOP : Transverse direction - Only minimum steel required. 14817 BOTT: Transverse direction - Only minimum steel required. 14817 TOP : 0.400 0.01 / 27 0.400 0.66 / 26 BOTT: 0.400 0.01 / 28 0.400 0.60 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14818 TOP : Longitudinal direction - Only minimum steel required. 14818 BOTT: Longitudinal direction - Only minimum steel required. 14818 TOP : Transverse direction - Only minimum steel required. 14818 BOTT: Transverse direction - Only minimum steel required. 14818 TOP : 0.400 0.01 / 26 0.400 0.67 / 26 BOTT: 0.400 0.00 / 27 0.400 0.60 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14819 TOP : Longitudinal direction - Only minimum steel required. 14819 BOTT: Longitudinal direction - Only minimum steel required. 14819 TOP : Transverse direction - Only minimum steel required. 14819 BOTT: Transverse direction - Only minimum steel required. 14819 TOP : 0.400 0.03 / 28 0.400 0.66 / 26 BOTT: 0.400 0.02 / 29 0.400 0.60 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14820 TOP : Longitudinal direction - Only minimum steel required. 14820 BOTT: Longitudinal direction - Only minimum steel required. 14820 TOP : Transverse direction - Only minimum steel required. 14820 BOTT: Transverse direction - Only minimum steel required. 14820 TOP : 0.400 0.06 / 29 0.400 0.61 / 26 BOTT: 0.400 0.05 / 28 0.400 0.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14821 TOP : Longitudinal direction - Only minimum steel required. 14821 BOTT: Longitudinal direction - Only minimum steel required. 14821 TOP : Transverse direction - Only minimum steel required. 14821 BOTT: Transverse direction - Only minimum steel required. 14821 TOP : 0.400 0.01 / 29 0.400 0.63 / 26 BOTT: 0.400 0.00 / 28 0.400 0.61 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14822 TOP : Longitudinal direction - Only minimum steel required.
14822 TOP : Transverse direction - Only minimum steel required. 14822 BOTT: Transverse direction - Only minimum steel required. 14822 TOP : 0.400 0.01 / 28 0.400 0.63 / 26 BOTT: 0.400 0.00 / 29 0.400 0.61 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14823 TOP : Longitudinal direction - Only minimum steel required. 14823 BOTT: Longitudinal direction - Only minimum steel required. 14823 TOP : Transverse direction - Only minimum steel required. 14823 BOTT: Transverse direction - Only minimum steel required. 14823 TOP : 0.400 0.07 / 28 0.400 0.61 / 26 BOTT: 0.400 0.06 / 29 0.400 0.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14824 TOP : Longitudinal direction - Only minimum steel required. 14824 BOTT: Longitudinal direction - Only minimum steel required. 14824 TOP : Transverse direction - Only minimum steel required. 14824 BOTT: Transverse direction - Only minimum steel required. 14824 TOP : 0.400 0.01 / 29 0.400 0.64 / 26 BOTT: 0.400 0.01 / 23 0.400 0.62 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14825 TOP : Longitudinal direction - Only minimum steel required. 14825 BOTT: Longitudinal direction - Only minimum steel required. 14825 TOP : Transverse direction - Only minimum steel required. 14825 BOTT: Transverse direction - Only minimum steel required. 14825 TOP : 0.400 0.01 / 28 0.400 0.62 / 26 BOTT: 0.400 0.00 / 29 0.400 0.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14826 TOP : Longitudinal direction - Only minimum steel required. 14826 BOTT: Longitudinal direction - Only minimum steel required. 14826 TOP : Transverse direction - Only minimum steel required. 14826 BOTT: Transverse direction - Only minimum steel required. 14826 TOP : 0.400 0.02 / 29 0.400 0.62 / 26 BOTT: 0.400 0.00 / 28 0.400 0.59 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14827 TOP : Longitudinal direction - Only minimum steel required. 14827 BOTT: Longitudinal direction - Only minimum steel required. 14827 TOP : Transverse direction - Only minimum steel required. 14827 BOTT: Transverse direction - Only minimum steel required. 14827 TOP : 0.400 0.02 / 26 0.400 0.64 / 26 BOTT: 0.400 0.02 / 27 0.400 0.63 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14828 TOP : Longitudinal direction - Only minimum steel required. 14828 BOTT: Longitudinal direction - Only minimum steel required. 14828 TOP : Transverse direction - Only minimum steel required. 14828 BOTT: Transverse direction - Only minimum steel required. 14828 TOP : 0.400 0.10 / 28 0.400 0.60 / 26 BOTT: 0.400 0.09 / 29 0.400 0.53 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14829 TOP : Longitudinal direction - Only minimum steel required. 14829 BOTT: Longitudinal direction - Only minimum steel required. 14829 TOP : Transverse direction - Only minimum steel required. 14829 BOTT: Transverse direction - Only minimum steel required. 14829 TOP : 0.400 0.03 / 28 0.400 0.60 / 26 BOTT: 0.400 0.03 / 29 0.400 0.53 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14830 TOP : Longitudinal direction - Only minimum steel required. 14830 BOTT: Longitudinal direction - Only minimum steel required. 14830 TOP : Transverse direction - Only minimum steel required. 14830 BOTT: Transverse direction - Only minimum steel required. 14830 TOP : 0.400 0.04 / 29 0.400 0.60 / 26 BOTT: 0.400 0.03 / 28 0.400 0.53 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14831 TOP : Longitudinal direction - Only minimum steel required. 14831 BOTT: Longitudinal direction - Only minimum steel required. 14831 TOP : Transverse direction - Only minimum steel required. 14831 BOTT: Transverse direction - Only minimum steel required. 14831 TOP : 0.400 0.11 / 29 0.400 0.60 / 26 BOTT: 0.400 0.10 / 28 0.400 0.53 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14832 TOP : Longitudinal direction - Only minimum steel required.
14832 BOTT: Longitudinal direction - Only minimum steel required. 14832 TOP : Transverse direction - Only minimum steel required. 14832 BOTT: Transverse direction - Only minimum steel required. 14832 TOP : 0.400 0.20 / 28 0.400 0.57 / 26 BOTT: 0.400 0.18 / 29 0.400 0.49 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14833 TOP : Longitudinal direction - Only minimum steel required. 14833 BOTT: Longitudinal direction - Only minimum steel required. 14833 TOP : Transverse direction - Only minimum steel required. 14833 BOTT: Transverse direction - Only minimum steel required. 14833 TOP : 0.400 0.05 / 28 0.400 0.57 / 26 BOTT: 0.400 0.05 / 29 0.400 0.50 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14834 TOP : Longitudinal direction - Only minimum steel required. 14834 BOTT: Longitudinal direction - Only minimum steel required. 14834 TOP : Transverse direction - Only minimum steel required. 14834 BOTT: Transverse direction - Only minimum steel required. 14834 TOP : 0.400 0.07 / 29 0.400 0.57 / 26 BOTT: 0.400 0.06 / 28 0.400 0.50 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14835 TOP : Longitudinal direction - Only minimum steel required. 14835 BOTT: Longitudinal direction - Only minimum steel required. 14835 TOP : Transverse direction - Only minimum steel required. 14835 BOTT: Transverse direction - Only minimum steel required. 14835 TOP : 0.400 0.21 / 29 0.400 0.58 / 26 BOTT: 0.400 0.20 / 28 0.400 0.49 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14836 TOP : Longitudinal direction - Only minimum steel required. 14836 BOTT: Longitudinal direction - Only minimum steel required. 14836 TOP : Transverse direction - Only minimum steel required. 14836 BOTT: Transverse direction - Only minimum steel required. 14836 TOP : 0.400 0.23 / 28 0.400 0.53 / 26 BOTT: 0.400 0.22 / 29 0.400 0.46 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14837 TOP : Longitudinal direction - Only minimum steel required. 14837 BOTT: Longitudinal direction - Only minimum steel required. 14837 TOP : Transverse direction - Only minimum steel required. 14837 BOTT: Transverse direction - Only minimum steel required. 14837 TOP : 0.400 0.06 / 28 0.400 0.53 / 26 BOTT: 0.400 0.05 / 29 0.400 0.47 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14838 TOP : Longitudinal direction - Only minimum steel required. 14838 BOTT: Longitudinal direction - Only minimum steel required. 14838 TOP : Transverse direction - Only minimum steel required. 14838 BOTT: Transverse direction - Only minimum steel required. 14838 TOP : 0.400 0.07 / 29 0.400 0.53 / 26 BOTT: 0.400 0.07 / 28 0.400 0.47 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14839 TOP : Longitudinal direction - Only minimum steel required. 14839 BOTT: Longitudinal direction - Only minimum steel required. 14839 TOP : Transverse direction - Only minimum steel required. 14839 BOTT: Transverse direction - Only minimum steel required. 14839 TOP : 0.400 0.25 / 29 0.400 0.54 / 26 BOTT: 0.400 0.24 / 28 0.400 0.46 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14840 TOP : Longitudinal direction - Only minimum steel required. 14840 BOTT: Longitudinal direction - Only minimum steel required. 14840 TOP : Transverse direction - Only minimum steel required. 14840 BOTT: Transverse direction - Only minimum steel required. 14840 TOP : 0.400 0.17 / 28 0.400 0.44 / 26 BOTT: 0.400 0.18 / 29 0.400 0.46 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14841 TOP : Longitudinal direction - Only minimum steel required. 14841 BOTT: Longitudinal direction - Only minimum steel required. 14841 TOP : Transverse direction - Only minimum steel required. 14841 BOTT: Transverse direction - Only minimum steel required. 14841 TOP : 0.400 0.05 / 28 0.400 0.48 / 26 BOTT: 0.400 0.04 / 29 0.400 0.48 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
14842 TOP : Longitudinal direction - Only minimum steel required. 14842 BOTT: Longitudinal direction - Only minimum steel required. 14842 TOP : Transverse direction - Only minimum steel required. 14842 BOTT: Transverse direction - Only minimum steel required. 14842 TOP : 0.400 0.06 / 29 0.400 0.48 / 26 BOTT: 0.400 0.05 / 28 0.400 0.48 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14843 TOP : Longitudinal direction - Only minimum steel required. 14843 BOTT: Longitudinal direction - Only minimum steel required. 14843 TOP : Transverse direction - Only minimum steel required. 14843 BOTT: Transverse direction - Only minimum steel required. 14843 TOP : 0.400 0.18 / 29 0.400 0.44 / 26 BOTT: 0.400 0.20 / 28 0.400 0.47 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14844 TOP : Longitudinal direction - Only minimum steel required. 14844 BOTT: Longitudinal direction - Only minimum steel required. 14844 TOP : Transverse direction - Only minimum steel required. 14844 BOTT: Transverse direction - Only minimum steel required. 14844 TOP : 0.400 0.07 / 28 0.400 0.47 / 26 BOTT: 0.400 0.07 / 29 0.400 0.49 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14845 TOP : Longitudinal direction - Only minimum steel required. 14845 BOTT: Longitudinal direction - Only minimum steel required. 14845 TOP : Transverse direction - Only minimum steel required. 14845 BOTT: Transverse direction - Only minimum steel required. 14845 TOP : 0.400 0.04 / 28 0.400 0.46 / 26 BOTT: 0.400 0.02 / 29 0.400 0.46 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14846 TOP : Longitudinal direction - Only minimum steel required. 14846 BOTT: Longitudinal direction - Only minimum steel required. 14846 TOP : Transverse direction - Only minimum steel required. 14846 BOTT: Transverse direction - Only minimum steel required. 14846 TOP : 0.400 0.04 / 29 0.400 0.46 / 26 BOTT: 0.400 0.03 / 28 0.400 0.46 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14847 TOP : Longitudinal direction - Only minimum steel required. 14847 BOTT: Longitudinal direction - Only minimum steel required. 14847 TOP : Transverse direction - Only minimum steel required. 14847 BOTT: Transverse direction - Only minimum steel required. 14847 TOP : 0.400 0.07 / 29 0.400 0.47 / 26 BOTT: 0.400 0.08 / 28 0.400 0.49 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14848 TOP : Longitudinal direction - Only minimum steel required. 14848 BOTT: Longitudinal direction - Only minimum steel required. 14848 TOP : Transverse direction - Only minimum steel required. 14848 BOTT: Transverse direction - Only minimum steel required. 14848 TOP : 0.400 0.01 / 29 0.400 0.48 / 26 BOTT: 0.400 0.00 / 27 0.400 0.41 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14849 TOP : Longitudinal direction - Only minimum steel required. 14849 BOTT: Longitudinal direction - Only minimum steel required. 14849 TOP : Transverse direction - Only minimum steel required. 14849 BOTT: Transverse direction - Only minimum steel required. 14849 TOP : 0.400 0.02 / 28 0.400 0.47 / 26 BOTT: 0.400 0.01 / 29 0.400 0.41 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14850 TOP : Longitudinal direction - Only minimum steel required. 14850 BOTT: Longitudinal direction - Only minimum steel required. 14850 TOP : Transverse direction - Only minimum steel required. 14850 BOTT: Transverse direction - Only minimum steel required. 14850 TOP : 0.400 0.02 / 29 0.400 0.47 / 26 BOTT: 0.400 0.01 / 28 0.400 0.41 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14851 TOP : Longitudinal direction - Only minimum steel required. 14851 BOTT: Longitudinal direction - Only minimum steel required. 14851 TOP : Transverse direction - Only minimum steel required. 14851 BOTT: Transverse direction - Only minimum steel required. 14851 TOP : 0.400 0.02 / 28 0.400 0.48 / 26 BOTT: 0.400 0.00 / 27 0.400 0.41 / 27
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14852 TOP : Longitudinal direction - Only minimum steel required. 14852 BOTT: Longitudinal direction - Only minimum steel required. 14852 TOP : Transverse direction - Only minimum steel required. 14852 BOTT: Transverse direction - Only minimum steel required. 14852 TOP : 0.400 0.02 / 29 0.400 0.45 / 26 BOTT: 0.400 0.00 / 28 0.400 0.38 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14853 TOP : Longitudinal direction - Only minimum steel required. 14853 BOTT: Longitudinal direction - Only minimum steel required. 14853 TOP : Transverse direction - Only minimum steel required. 14853 BOTT: Transverse direction - Only minimum steel required. 14853 TOP : 0.400 0.01 / 28 0.400 0.45 / 26 BOTT: 0.400 0.01 / 29 0.400 0.38 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14854 TOP : Longitudinal direction - Only minimum steel required. 14854 BOTT: Longitudinal direction - Only minimum steel required. 14854 TOP : Transverse direction - Only minimum steel required. 14854 BOTT: Transverse direction - Only minimum steel required. 14854 TOP : 0.400 0.02 / 29 0.400 0.45 / 26 BOTT: 0.400 0.01 / 28 0.400 0.38 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14855 TOP : Longitudinal direction - Only minimum steel required. 14855 BOTT: Longitudinal direction - Only minimum steel required. 14855 TOP : Transverse direction - Only minimum steel required. 14855 BOTT: Transverse direction - Only minimum steel required. 14855 TOP : 0.400 0.03 / 28 0.400 0.45 / 26 BOTT: 0.400 0.01 / 29 0.400 0.38 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14856 TOP : Longitudinal direction - Only minimum steel required. 14856 BOTT: Longitudinal direction - Only minimum steel required. 14856 TOP : Transverse direction - Only minimum steel required. 14856 BOTT: Transverse direction - Only minimum steel required. 14856 TOP : 0.400 0.07 / 28 0.400 0.42 / 26 BOTT: 0.400 0.05 / 29 0.400 0.35 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14857 TOP : Longitudinal direction - Only minimum steel required. 14857 BOTT: Longitudinal direction - Only minimum steel required. 14857 TOP : Transverse direction - Only minimum steel required. 14857 BOTT: Transverse direction - Only minimum steel required. 14857 TOP : 0.400 0.03 / 28 0.400 0.42 / 26 BOTT: 0.400 0.02 / 29 0.400 0.36 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14858 TOP : Longitudinal direction - Only minimum steel required. 14858 BOTT: Longitudinal direction - Only minimum steel required. 14858 TOP : Transverse direction - Only minimum steel required. 14858 BOTT: Transverse direction - Only minimum steel required. 14858 TOP : 0.400 0.03 / 29 0.400 0.42 / 26 BOTT: 0.400 0.03 / 28 0.400 0.36 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14859 TOP : Longitudinal direction - Only minimum steel required. 14859 BOTT: Longitudinal direction - Only minimum steel required. 14859 TOP : Transverse direction - Only minimum steel required. 14859 BOTT: Transverse direction - Only minimum steel required. 14859 TOP : 0.400 0.06 / 29 0.400 0.42 / 26 BOTT: 0.400 0.06 / 28 0.400 0.35 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14860 TOP : Longitudinal direction - Only minimum steel required. 14860 BOTT: Longitudinal direction - Only minimum steel required. 14860 TOP : Transverse direction - Only minimum steel required. 14860 BOTT: Transverse direction - Only minimum steel required. 14860 TOP : 0.400 0.17 / 28 0.400 0.38 / 26 BOTT: 0.400 0.15 / 29 0.400 0.34 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14861 TOP : Longitudinal direction - Only minimum steel required. 14861 BOTT: Longitudinal direction - Only minimum steel required. 14861 TOP : Transverse direction - Only minimum steel required. 14861 BOTT: Transverse direction - Only minimum steel required. 14861 TOP : 0.400 0.04 / 28 0.400 0.39 / 26 BOTT: 0.400 0.03 / 29 0.400 0.36 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14862 TOP : Longitudinal direction - Only minimum steel required. 14862 BOTT: Longitudinal direction - Only minimum steel required. 14862 TOP : Transverse direction - Only minimum steel required. 14862 BOTT: Transverse direction - Only minimum steel required. 14862 TOP : 0.400 0.05 / 29 0.400 0.39 / 26 BOTT: 0.400 0.05 / 28 0.400 0.36 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14863 TOP : Longitudinal direction - Only minimum steel required. 14863 BOTT: Longitudinal direction - Only minimum steel required. 14863 TOP : Transverse direction - Only minimum steel required. 14863 BOTT: Transverse direction - Only minimum steel required. 14863 TOP : 0.400 0.18 / 29 0.400 0.38 / 26 BOTT: 0.400 0.17 / 28 0.400 0.34 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14864 TOP : Longitudinal direction - Only minimum steel required. 14864 BOTT: Longitudinal direction - Only minimum steel required. 14864 TOP : Transverse direction - Only minimum steel required. 14864 BOTT: Transverse direction - Only minimum steel required. 14864 TOP : 0.400 0.20 / 28 0.400 0.39 / 26 BOTT: 0.400 0.19 / 29 0.400 0.38 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14865 TOP : Longitudinal direction - Only minimum steel required. 14865 BOTT: Longitudinal direction - Only minimum steel required. 14865 TOP : Transverse direction - Only minimum steel required. 14865 BOTT: Transverse direction - Only minimum steel required. 14865 TOP : 0.400 0.05 / 28 0.400 0.35 / 26 BOTT: 0.400 0.04 / 29 0.400 0.34 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14866 TOP : Longitudinal direction - Only minimum steel required. 14866 BOTT: Longitudinal direction - Only minimum steel required. 14866 TOP : Transverse direction - Only minimum steel required. 14866 BOTT: Transverse direction - Only minimum steel required. 14866 TOP : 0.400 0.06 / 29 0.400 0.35 / 26 BOTT: 0.400 0.06 / 28 0.400 0.35 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14867 TOP : Longitudinal direction - Only minimum steel required. 14867 BOTT: Longitudinal direction - Only minimum steel required. 14867 TOP : Transverse direction - Only minimum steel required. 14867 BOTT: Transverse direction - Only minimum steel required. 14867 TOP : 0.400 0.22 / 29 0.400 0.39 / 26 BOTT: 0.400 0.22 / 28 0.400 0.39 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14868 TOP : Longitudinal direction - Only minimum steel required. 14868 BOTT: Longitudinal direction - Only minimum steel required. 14868 TOP : Transverse direction - Only minimum steel required. 14868 BOTT: Transverse direction - Only minimum steel required. 14868 TOP : 0.400 0.15 / 28 0.400 0.28 / 26 BOTT: 0.400 0.17 / 29 0.400 0.31 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14869 TOP : Longitudinal direction - Only minimum steel required. 14869 BOTT: Longitudinal direction - Only minimum steel required. 14869 TOP : Transverse direction - Only minimum steel required. 14869 BOTT: Transverse direction - Only minimum steel required. 14869 TOP : 0.400 0.05 / 28 0.400 0.30 / 26 BOTT: 0.400 0.04 / 29 0.400 0.31 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14870 TOP : Longitudinal direction - Only minimum steel required. 14870 BOTT: Longitudinal direction - Only minimum steel required. 14870 TOP : Transverse direction - Only minimum steel required. 14870 BOTT: Transverse direction - Only minimum steel required. 14870 TOP : 0.400 0.06 / 29 0.400 0.30 / 26 BOTT: 0.400 0.05 / 28 0.400 0.31 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14871 TOP : Longitudinal direction - Only minimum steel required. 14871 BOTT: Longitudinal direction - Only minimum steel required. 14871 TOP : Transverse direction - Only minimum steel required. 14871 BOTT: Transverse direction - Only minimum steel required. 14871 TOP : 0.400 0.17 / 29 0.400 0.27 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14872 TOP : Longitudinal direction - Only minimum steel required. 14872 BOTT: Longitudinal direction - Only minimum steel required. 14872 TOP : Transverse direction - Only minimum steel required. 14872 BOTT: Transverse direction - Only minimum steel required. 14872 TOP : 0.400 0.10 / 28 0.400 0.28 / 26 BOTT: 0.400 0.10 / 29 0.400 0.28 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14873 TOP : Longitudinal direction - Only minimum steel required. 14873 BOTT: Longitudinal direction - Only minimum steel required. 14873 TOP : Transverse direction - Only minimum steel required. 14873 BOTT: Transverse direction - Only minimum steel required. 14873 TOP : 0.400 0.03 / 28 0.400 0.29 / 26 BOTT: 0.400 0.03 / 29 0.400 0.29 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14874 TOP : Longitudinal direction - Only minimum steel required. 14874 BOTT: Longitudinal direction - Only minimum steel required. 14874 TOP : Transverse direction - Only minimum steel required. 14874 BOTT: Transverse direction - Only minimum steel required. 14874 TOP : 0.400 0.04 / 29 0.400 0.29 / 26 BOTT: 0.400 0.04 / 28 0.400 0.29 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14875 TOP : Longitudinal direction - Only minimum steel required. 14875 BOTT: Longitudinal direction - Only minimum steel required. 14875 TOP : Transverse direction - Only minimum steel required. 14875 BOTT: Transverse direction - Only minimum steel required. 14875 TOP : 0.400 0.10 / 29 0.400 0.27 / 26 BOTT: 0.400 0.11 / 28 0.400 0.28 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14876 TOP : Longitudinal direction - Only minimum steel required. 14876 BOTT: Longitudinal direction - Only minimum steel required. 14876 TOP : Transverse direction - Only minimum steel required. 14876 BOTT: Transverse direction - Only minimum steel required. 14876 TOP : 0.400 0.04 / 28 0.400 0.34 / 26 BOTT: 0.400 0.01 / 29 0.400 0.26 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14877 TOP : Longitudinal direction - Only minimum steel required. 14877 BOTT: Longitudinal direction - Only minimum steel required. 14877 TOP : Transverse direction - Only minimum steel required. 14877 BOTT: Transverse direction - Only minimum steel required. 14877 TOP : 0.400 0.01 / 28 0.400 0.32 / 26 BOTT: 0.400 0.01 / 29 0.400 0.27 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14878 TOP : Longitudinal direction - Only minimum steel required. 14878 BOTT: Longitudinal direction - Only minimum steel required. 14878 TOP : Transverse direction - Only minimum steel required. 14878 BOTT: Transverse direction - Only minimum steel required. 14878 TOP : 0.400 0.02 / 29 0.400 0.32 / 26 BOTT: 0.400 0.02 / 28 0.400 0.26 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14879 TOP : Longitudinal direction - Only minimum steel required. 14879 BOTT: Longitudinal direction - Only minimum steel required. 14879 TOP : Transverse direction - Only minimum steel required. 14879 BOTT: Transverse direction - Only minimum steel required. 14879 TOP : 0.400 0.03 / 29 0.400 0.34 / 26 BOTT: 0.400 0.01 / 28 0.400 0.26 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14880 TOP : Longitudinal direction - Only minimum steel required. 14880 BOTT: Longitudinal direction - Only minimum steel required. 14880 TOP : Transverse direction - Only minimum steel required. 14880 BOTT: Transverse direction - Only minimum steel required. 14880 TOP : 0.400 0.04 / 29 0.400 0.31 / 26 BOTT: 0.400 0.02 / 28 0.400 0.24 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14881 TOP : Longitudinal direction - Only minimum steel required. 14881 BOTT: Longitudinal direction - Only minimum steel required. 14881 TOP : Transverse direction - Only minimum steel required. 14881 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 0.00 / 26 0.400 0.25 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14882 TOP : Longitudinal direction - Only minimum steel required. 14882 BOTT: Longitudinal direction - Only minimum steel required. 14882 TOP : Transverse direction - Only minimum steel required. 14882 BOTT: Transverse direction - Only minimum steel required. 14882 TOP : 0.400 0.01 / 28 0.400 0.31 / 26 BOTT: 0.400 0.00 / 26 0.400 0.25 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14883 TOP : Longitudinal direction - Only minimum steel required. 14883 BOTT: Longitudinal direction - Only minimum steel required. 14883 TOP : Transverse direction - Only minimum steel required. 14883 BOTT: Transverse direction - Only minimum steel required. 14883 TOP : 0.400 0.05 / 28 0.400 0.31 / 26 BOTT: 0.400 0.04 / 29 0.400 0.24 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14884 TOP : Longitudinal direction - Only minimum steel required. 14884 BOTT: Longitudinal direction - Only minimum steel required. 14884 TOP : Transverse direction - Only minimum steel required. 14884 BOTT: Transverse direction - Only minimum steel required. 14884 TOP : 0.400 0.05 / 29 0.400 0.27 / 26 BOTT: 0.400 0.04 / 28 0.400 0.25 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14885 TOP : Longitudinal direction - Only minimum steel required. 14885 BOTT: Longitudinal direction - Only minimum steel required. 14885 TOP : Transverse direction - Only minimum steel required. 14885 BOTT: Transverse direction - Only minimum steel required. 14885 TOP : 0.400 0.01 / 29 0.400 0.29 / 26 BOTT: 0.400 0.00 / 28 0.400 0.26 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14886 TOP : Longitudinal direction - Only minimum steel required. 14886 BOTT: Longitudinal direction - Only minimum steel required. 14886 TOP : Transverse direction - Only minimum steel required. 14886 BOTT: Transverse direction - Only minimum steel required. 14886 TOP : 0.400 0.01 / 28 0.400 0.29 / 26 BOTT: 0.400 0.00 / 26 0.400 0.26 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14887 TOP : Longitudinal direction - Only minimum steel required. 14887 BOTT: Longitudinal direction - Only minimum steel required. 14887 TOP : Transverse direction - Only minimum steel required. 14887 BOTT: Transverse direction - Only minimum steel required. 14887 TOP : 0.400 0.06 / 28 0.400 0.27 / 26 BOTT: 0.400 0.06 / 29 0.400 0.25 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14888 TOP : Longitudinal direction - Only minimum steel required. 14888 BOTT: Longitudinal direction - Only minimum steel required. 14888 TOP : Transverse direction - Only minimum steel required. 14888 BOTT: Transverse direction - Only minimum steel required. 14888 TOP : 0.400 0.02 / 29 0.400 0.29 / 26 BOTT: 0.400 0.01 / 28 0.400 0.27 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14889 TOP : Longitudinal direction - Only minimum steel required. 14889 BOTT: Longitudinal direction - Only minimum steel required. 14889 TOP : Transverse direction - Only minimum steel required. 14889 BOTT: Transverse direction - Only minimum steel required. 14889 TOP : 0.400 0.01 / 28 0.400 0.28 / 26 BOTT: 0.400 0.00 / 26 0.400 0.24 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14890 TOP : Longitudinal direction - Only minimum steel required. 14890 BOTT: Longitudinal direction - Only minimum steel required. 14890 TOP : Transverse direction - Only minimum steel required. 14890 BOTT: Transverse direction - Only minimum steel required. 14890 TOP : 0.400 0.01 / 29 0.400 0.28 / 26 BOTT: 0.400 0.00 / 26 0.400 0.25 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14891 TOP : Longitudinal direction - Only minimum steel required. 14891 BOTT: Longitudinal direction - Only minimum steel required. 14891 TOP : Transverse direction - Only minimum steel required. 14891 BOTT: Transverse direction - Only minimum steel required.
14891 TOP : 0.400 0.02 / 28 0.400 0.29 / 26 BOTT: 0.400 0.02 / 29 0.400 0.27 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14892 TOP : Longitudinal direction - Only minimum steel required. 14892 BOTT: Longitudinal direction - Only minimum steel required. 14892 TOP : Transverse direction - Only minimum steel required. 14892 BOTT: Transverse direction - Only minimum steel required. 14892 TOP : 0.400 0.07 / 28 0.400 0.27 / 26 BOTT: 0.400 0.05 / 29 0.400 0.21 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14893 TOP : Longitudinal direction - Only minimum steel required. 14893 BOTT: Longitudinal direction - Only minimum steel required. 14893 TOP : Transverse direction - Only minimum steel required. 14893 BOTT: Transverse direction - Only minimum steel required. 14893 TOP : 0.400 0.02 / 28 0.400 0.26 / 26 BOTT: 0.400 0.01 / 29 0.400 0.21 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14894 TOP : Longitudinal direction - Only minimum steel required. 14894 BOTT: Longitudinal direction - Only minimum steel required. 14894 TOP : Transverse direction - Only minimum steel required. 14894 BOTT: Transverse direction - Only minimum steel required. 14894 TOP : 0.400 0.02 / 29 0.400 0.26 / 26 BOTT: 0.400 0.02 / 28 0.400 0.21 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14895 TOP : Longitudinal direction - Only minimum steel required. 14895 BOTT: Longitudinal direction - Only minimum steel required. 14895 TOP : Transverse direction - Only minimum steel required. 14895 BOTT: Transverse direction - Only minimum steel required. 14895 TOP : 0.400 0.07 / 29 0.400 0.27 / 26 BOTT: 0.400 0.06 / 28 0.400 0.21 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14896 TOP : Longitudinal direction - Only minimum steel required. 14896 BOTT: Longitudinal direction - Only minimum steel required. 14896 TOP : Transverse direction - Only minimum steel required. 14896 BOTT: Transverse direction - Only minimum steel required. 14896 TOP : 0.400 0.14 / 28 0.400 0.25 / 26 BOTT: 0.400 0.11 / 29 0.400 0.18 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14897 TOP : Longitudinal direction - Only minimum steel required. 14897 BOTT: Longitudinal direction - Only minimum steel required. 14897 TOP : Transverse direction - Only minimum steel required. 14897 BOTT: Transverse direction - Only minimum steel required. 14897 TOP : 0.400 0.03 / 28 0.400 0.23 / 26 BOTT: 0.400 0.03 / 29 0.400 0.18 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14898 TOP : Longitudinal direction - Only minimum steel required. 14898 BOTT: Longitudinal direction - Only minimum steel required. 14898 TOP : Transverse direction - Only minimum steel required. 14898 BOTT: Transverse direction - Only minimum steel required. 14898 TOP : 0.400 0.04 / 29 0.400 0.23 / 26 BOTT: 0.400 0.04 / 28 0.400 0.18 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14899 TOP : Longitudinal direction - Only minimum steel required. 14899 BOTT: Longitudinal direction - Only minimum steel required. 14899 TOP : Transverse direction - Only minimum steel required. 14899 BOTT: Transverse direction - Only minimum steel required. 14899 TOP : 0.400 0.14 / 29 0.400 0.25 / 26 BOTT: 0.400 0.12 / 28 0.400 0.18 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14900 TOP : Longitudinal direction - Only minimum steel required. 14900 BOTT: Longitudinal direction - Only minimum steel required. 14900 TOP : Transverse direction - Only minimum steel required. 14900 BOTT: Transverse direction - Only minimum steel required. 14900 TOP : 0.400 0.12 / 28 0.400 0.12 / 26 BOTT: 0.400 0.14 / 29 0.400 0.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14901 TOP : Longitudinal direction - Only minimum steel required. 14901 BOTT: Longitudinal direction - Only minimum steel required.
14901 BOTT: Transverse direction - Only minimum steel required. 14901 TOP : 0.400 0.04 / 28 0.400 0.14 / 26 BOTT: 0.400 0.03 / 29 0.400 0.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14902 TOP : Longitudinal direction - Only minimum steel required. 14902 BOTT: Longitudinal direction - Only minimum steel required. 14902 TOP : Transverse direction - Only minimum steel required. 14902 BOTT: Transverse direction - Only minimum steel required. 14902 TOP : 0.400 0.04 / 29 0.400 0.14 / 26 BOTT: 0.400 0.04 / 28 0.400 0.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14903 TOP : Longitudinal direction - Only minimum steel required. 14903 BOTT: Longitudinal direction - Only minimum steel required. 14903 TOP : Transverse direction - Only minimum steel required. 14903 BOTT: Transverse direction - Only minimum steel required. 14903 TOP : 0.400 0.13 / 29 0.400 0.12 / 26 BOTT: 0.400 0.15 / 28 0.400 0.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14904 TOP : Longitudinal direction - Only minimum steel required. 14904 BOTT: Longitudinal direction - Only minimum steel required. 14904 TOP : Transverse direction - Only minimum steel required. 14904 BOTT: Transverse direction - Only minimum steel required. 14904 TOP : 0.400 0.10 / 28 0.400 0.07 / 26 BOTT: 0.400 0.12 / 29 0.400 0.14 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14905 TOP : Longitudinal direction - Only minimum steel required. 14905 BOTT: Longitudinal direction - Only minimum steel required. 14905 TOP : Transverse direction - Only minimum steel required. 14905 BOTT: Transverse direction - Only minimum steel required. 14905 TOP : 0.400 0.03 / 28 0.400 0.12 / 26 BOTT: 0.400 0.03 / 29 0.400 0.15 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14906 TOP : Longitudinal direction - Only minimum steel required. 14906 BOTT: Longitudinal direction - Only minimum steel required. 14906 TOP : Transverse direction - Only minimum steel required. 14906 BOTT: Transverse direction - Only minimum steel required. 14906 TOP : 0.400 0.04 / 29 0.400 0.12 / 26 BOTT: 0.400 0.03 / 28 0.400 0.15 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14907 TOP : Longitudinal direction - Only minimum steel required. 14907 BOTT: Longitudinal direction - Only minimum steel required. 14907 TOP : Transverse direction - Only minimum steel required. 14907 BOTT: Transverse direction - Only minimum steel required. 14907 TOP : 0.400 0.10 / 29 0.400 0.07 / 26 BOTT: 0.400 0.13 / 28 0.400 0.14 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14908 TOP : Longitudinal direction - Only minimum steel required. 14908 BOTT: Longitudinal direction - Only minimum steel required. 14908 TOP : Transverse direction - Only minimum steel required. 14908 BOTT: Transverse direction - Only minimum steel required. 14908 TOP : 0.400 0.09 / 28 0.400 0.17 / 26 BOTT: 0.400 0.08 / 29 0.400 0.15 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14909 TOP : Longitudinal direction - Only minimum steel required. 14909 BOTT: Longitudinal direction - Only minimum steel required. 14909 TOP : Transverse direction - Only minimum steel required. 14909 BOTT: Transverse direction - Only minimum steel required. 14909 TOP : 0.400 0.03 / 28 0.400 0.16 / 26 BOTT: 0.400 0.02 / 29 0.400 0.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14910 TOP : Longitudinal direction - Only minimum steel required. 14910 BOTT: Longitudinal direction - Only minimum steel required. 14910 TOP : Transverse direction - Only minimum steel required. 14910 BOTT: Transverse direction - Only minimum steel required. 14910 TOP : 0.400 0.03 / 29 0.400 0.16 / 26 BOTT: 0.400 0.03 / 28 0.400 0.16 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14911 TOP : Longitudinal direction - Only minimum steel required.
14911 TOP : Transverse direction - Only minimum steel required. 14911 BOTT: Transverse direction - Only minimum steel required. 14911 TOP : 0.400 0.10 / 29 0.400 0.17 / 26 BOTT: 0.400 0.09 / 28 0.400 0.15 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14912 TOP : Longitudinal direction - Only minimum steel required. 14912 BOTT: Longitudinal direction - Only minimum steel required. 14912 TOP : Transverse direction - Only minimum steel required. 14912 BOTT: Transverse direction - Only minimum steel required. 14912 TOP : 0.400 0.06 / 28 0.400 0.21 / 26 BOTT: 0.400 0.04 / 29 0.400 0.18 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14913 TOP : Longitudinal direction - Only minimum steel required. 14913 BOTT: Longitudinal direction - Only minimum steel required. 14913 TOP : Transverse direction - Only minimum steel required. 14913 BOTT: Transverse direction - Only minimum steel required. 14913 TOP : 0.400 0.03 / 28 0.400 0.18 / 26 BOTT: 0.400 0.02 / 29 0.400 0.15 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14914 TOP : Longitudinal direction - Only minimum steel required. 14914 BOTT: Longitudinal direction - Only minimum steel required. 14914 TOP : Transverse direction - Only minimum steel required. 14914 BOTT: Transverse direction - Only minimum steel required. 14914 TOP : 0.400 0.03 / 29 0.400 0.18 / 26 BOTT: 0.400 0.02 / 28 0.400 0.15 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14915 TOP : Longitudinal direction - Only minimum steel required. 14915 BOTT: Longitudinal direction - Only minimum steel required. 14915 TOP : Transverse direction - Only minimum steel required. 14915 BOTT: Transverse direction - Only minimum steel required. 14915 TOP : 0.400 0.06 / 29 0.400 0.21 / 26 BOTT: 0.400 0.04 / 28 0.400 0.18 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14916 TOP : Longitudinal direction - Only minimum steel required. 14916 BOTT: Longitudinal direction - Only minimum steel required. 14916 TOP : Transverse direction - Only minimum steel required. 14916 BOTT: Transverse direction - Only minimum steel required. 14916 TOP : 0.400 0.02 / 28 0.400 0.19 / 26 BOTT: 0.400 0.01 / 29 0.400 0.14 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14917 TOP : Longitudinal direction - Only minimum steel required. 14917 BOTT: Longitudinal direction - Only minimum steel required. 14917 TOP : Transverse direction - Only minimum steel required. 14917 BOTT: Transverse direction - Only minimum steel required. 14917 TOP : 0.400 0.02 / 28 0.400 0.18 / 26 BOTT: 0.400 0.01 / 29 0.400 0.13 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14918 TOP : Longitudinal direction - Only minimum steel required. 14918 BOTT: Longitudinal direction - Only minimum steel required. 14918 TOP : Transverse direction - Only minimum steel required. 14918 BOTT: Transverse direction - Only minimum steel required. 14918 TOP : 0.400 0.02 / 29 0.400 0.18 / 26 BOTT: 0.400 0.01 / 28 0.400 0.13 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14919 TOP : Longitudinal direction - Only minimum steel required. 14919 BOTT: Longitudinal direction - Only minimum steel required. 14919 TOP : Transverse direction - Only minimum steel required. 14919 BOTT: Transverse direction - Only minimum steel required. 14919 TOP : 0.400 0.02 / 29 0.400 0.19 / 26 BOTT: 0.400 0.00 / 28 0.400 0.13 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14920 TOP : Longitudinal direction - Only minimum steel required. 14920 BOTT: Longitudinal direction - Only minimum steel required. 14920 TOP : Transverse direction - Only minimum steel required. 14920 BOTT: Transverse direction - Only minimum steel required. 14920 TOP : 0.400 0.03 / 28 0.400 0.16 / 26 BOTT: 0.400 0.01 / 29 0.400 0.11 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14921 TOP : Longitudinal direction - Only minimum steel required.
14921 BOTT: Longitudinal direction - Only minimum steel required. 14921 TOP : Transverse direction - Only minimum steel required. 14921 BOTT: Transverse direction - Only minimum steel required. 14921 TOP : 0.400 0.03 / 28 0.400 0.17 / 26 BOTT: 0.400 0.01 / 29 0.400 0.11 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14922 TOP : Longitudinal direction - Only minimum steel required. 14922 BOTT: Longitudinal direction - Only minimum steel required. 14922 TOP : Transverse direction - Only minimum steel required. 14922 BOTT: Transverse direction - Only minimum steel required. 14922 TOP : 0.400 0.03 / 29 0.400 0.17 / 26 BOTT: 0.400 0.02 / 28 0.400 0.11 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14923 TOP : Longitudinal direction - Only minimum steel required. 14923 BOTT: Longitudinal direction - Only minimum steel required. 14923 TOP : Transverse direction - Only minimum steel required. 14923 BOTT: Transverse direction - Only minimum steel required. 14923 TOP : 0.400 0.03 / 29 0.400 0.16 / 26 BOTT: 0.400 0.01 / 28 0.400 0.11 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14924 TOP : Longitudinal direction - Only minimum steel required. 14924 BOTT: Longitudinal direction - Only minimum steel required. 14924 TOP : Transverse direction - Only minimum steel required. 14924 BOTT: Transverse direction - Only minimum steel required. 14924 TOP : 0.400 0.11 / 28 0.400 0.15 / 26 BOTT: 0.400 0.09 / 29 0.400 0.09 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14925 TOP : Longitudinal direction - Only minimum steel required. 14925 BOTT: Longitudinal direction - Only minimum steel required. 14925 TOP : Transverse direction - Only minimum steel required. 14925 BOTT: Transverse direction - Only minimum steel required. 14925 TOP : 0.400 0.04 / 28 0.400 0.15 / 26 BOTT: 0.400 0.03 / 29 0.400 0.09 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14926 TOP : Longitudinal direction - Only minimum steel required. 14926 BOTT: Longitudinal direction - Only minimum steel required. 14926 TOP : Transverse direction - Only minimum steel required. 14926 BOTT: Transverse direction - Only minimum steel required. 14926 TOP : 0.400 0.05 / 29 0.400 0.15 / 26 BOTT: 0.400 0.04 / 28 0.400 0.09 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14927 TOP : Longitudinal direction - Only minimum steel required. 14927 BOTT: Longitudinal direction - Only minimum steel required. 14927 TOP : Transverse direction - Only minimum steel required. 14927 BOTT: Transverse direction - Only minimum steel required. 14927 TOP : 0.400 0.11 / 29 0.400 0.15 / 26 BOTT: 0.400 0.09 / 28 0.400 0.09 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14928 TOP : Longitudinal direction - Only minimum steel required. 14928 BOTT: Longitudinal direction - Only minimum steel required. 14928 TOP : Transverse direction - Only minimum steel required. 14928 BOTT: Transverse direction - Only minimum steel required. 14928 TOP : 0.400 0.21 / 28 0.400 0.13 / 26 BOTT: 0.400 0.18 / 29 0.400 0.07 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14929 TOP : Longitudinal direction - Only minimum steel required. 14929 BOTT: Longitudinal direction - Only minimum steel required. 14929 TOP : Transverse direction - Only minimum steel required. 14929 BOTT: Transverse direction - Only minimum steel required. 14929 TOP : 0.400 0.06 / 28 0.400 0.11 / 26 BOTT: 0.400 0.05 / 29 0.400 0.08 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14930 TOP : Longitudinal direction - Only minimum steel required. 14930 BOTT: Longitudinal direction - Only minimum steel required. 14930 TOP : Transverse direction - Only minimum steel required. 14930 BOTT: Transverse direction - Only minimum steel required. 14930 TOP : 0.400 0.07 / 29 0.400 0.11 / 26 BOTT: 0.400 0.06 / 28 0.400 0.08 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
14931 TOP : Longitudinal direction - Only minimum steel required. 14931 BOTT: Longitudinal direction - Only minimum steel required. 14931 TOP : Transverse direction - Only minimum steel required. 14931 BOTT: Transverse direction - Only minimum steel required. 14931 TOP : 0.400 0.22 / 29 0.400 0.13 / 26 BOTT: 0.400 0.20 / 28 0.400 0.07 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14932 TOP : Longitudinal direction - Only minimum steel required. 14932 BOTT: Longitudinal direction - Only minimum steel required. 14932 TOP : Transverse direction - Only minimum steel required. 14932 BOTT: Transverse direction - Only minimum steel required. 14932 TOP : 0.400 0.20 / 28 0.400 0.02 / 28 BOTT: 0.400 0.23 / 29 0.400 0.08 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14933 TOP : Longitudinal direction - Only minimum steel required. 14933 BOTT: Longitudinal direction - Only minimum steel required. 14933 TOP : Transverse direction - Only minimum steel required. 14933 BOTT: Transverse direction - Only minimum steel required. 14933 TOP : 0.400 0.06 / 28 0.400 0.01 / 28 BOTT: 0.400 0.06 / 29 0.400 0.07 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14934 TOP : Longitudinal direction - Only minimum steel required. 14934 BOTT: Longitudinal direction - Only minimum steel required. 14934 TOP : Transverse direction - Only minimum steel required. 14934 BOTT: Transverse direction - Only minimum steel required. 14934 TOP : 0.400 0.08 / 29 0.400 0.02 / 29 BOTT: 0.400 0.08 / 28 0.400 0.07 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14935 TOP : Longitudinal direction - Only minimum steel required. 14935 BOTT: Longitudinal direction - Only minimum steel required. 14935 TOP : Transverse direction - Only minimum steel required. 14935 BOTT: Transverse direction - Only minimum steel required. 14935 TOP : 0.400 0.21 / 29 0.400 0.02 / 29 BOTT: 0.400 0.24 / 28 0.400 0.08 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14936 TOP : Longitudinal direction - Only minimum steel required. 14936 BOTT: Longitudinal direction - Only minimum steel required. 14936 TOP : Transverse direction - Only minimum steel required. 14936 BOTT: Transverse direction - Only minimum steel required. 14936 TOP : 0.400 0.18 / 28 0.400 0.02 / 28 BOTT: 0.400 0.20 / 29 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14937 TOP : Longitudinal direction - Only minimum steel required. 14937 BOTT: Longitudinal direction - Only minimum steel required. 14937 TOP : Transverse direction - Only minimum steel required. 14937 BOTT: Transverse direction - Only minimum steel required. 14937 TOP : 0.400 0.06 / 28 0.400 0.01 / 25 BOTT: 0.400 0.06 / 29 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14938 TOP : Longitudinal direction - Only minimum steel required. 14938 BOTT: Longitudinal direction - Only minimum steel required. 14938 TOP : Transverse direction - Only minimum steel required. 14938 BOTT: Transverse direction - Only minimum steel required. 14938 TOP : 0.400 0.08 / 29 0.400 0.01 / 21 BOTT: 0.400 0.08 / 28 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14939 TOP : Longitudinal direction - Only minimum steel required. 14939 BOTT: Longitudinal direction - Only minimum steel required. 14939 TOP : Transverse direction - Only minimum steel required. 14939 BOTT: Transverse direction - Only minimum steel required. 14939 TOP : 0.400 0.19 / 29 0.400 0.02 / 29 BOTT: 0.400 0.22 / 28 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14940 TOP : Longitudinal direction - Only minimum steel required. 14940 BOTT: Longitudinal direction - Only minimum steel required. 14940 TOP : Transverse direction - Only minimum steel required. 14940 BOTT: Transverse direction - Only minimum steel required. 14940 TOP : 0.400 0.19 / 28 0.400 0.10 / 26 BOTT: 0.400 0.17 / 29 0.400 0.04 / 27
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14941 TOP : Longitudinal direction - Only minimum steel required. 14941 BOTT: Longitudinal direction - Only minimum steel required. 14941 TOP : Transverse direction - Only minimum steel required. 14941 BOTT: Transverse direction - Only minimum steel required. 14941 TOP : 0.400 0.06 / 28 0.400 0.07 / 26 BOTT: 0.400 0.06 / 29 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14942 TOP : Longitudinal direction - Only minimum steel required. 14942 BOTT: Longitudinal direction - Only minimum steel required. 14942 TOP : Transverse direction - Only minimum steel required. 14942 BOTT: Transverse direction - Only minimum steel required. 14942 TOP : 0.400 0.07 / 29 0.400 0.07 / 26 BOTT: 0.400 0.08 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14943 TOP : Longitudinal direction - Only minimum steel required. 14943 BOTT: Longitudinal direction - Only minimum steel required. 14943 TOP : Transverse direction - Only minimum steel required. 14943 BOTT: Transverse direction - Only minimum steel required. 14943 TOP : 0.400 0.20 / 29 0.400 0.10 / 26 BOTT: 0.400 0.18 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14944 TOP : Longitudinal direction - Only minimum steel required. 14944 BOTT: Longitudinal direction - Only minimum steel required. 14944 TOP : Transverse direction - Only minimum steel required. 14944 BOTT: Transverse direction - Only minimum steel required. 14944 TOP : 0.400 0.17 / 28 0.400 0.10 / 26 BOTT: 0.400 0.15 / 29 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14945 TOP : Longitudinal direction - Only minimum steel required. 14945 BOTT: Longitudinal direction - Only minimum steel required. 14945 TOP : Transverse direction - Only minimum steel required. 14945 BOTT: Transverse direction - Only minimum steel required. 14945 TOP : 0.400 0.05 / 28 0.400 0.09 / 26 BOTT: 0.400 0.05 / 29 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14946 TOP : Longitudinal direction - Only minimum steel required. 14946 BOTT: Longitudinal direction - Only minimum steel required. 14946 TOP : Transverse direction - Only minimum steel required. 14946 BOTT: Transverse direction - Only minimum steel required. 14946 TOP : 0.400 0.07 / 29 0.400 0.09 / 26 BOTT: 0.400 0.07 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14947 TOP : Longitudinal direction - Only minimum steel required. 14947 BOTT: Longitudinal direction - Only minimum steel required. 14947 TOP : Transverse direction - Only minimum steel required. 14947 BOTT: Transverse direction - Only minimum steel required. 14947 TOP : 0.400 0.17 / 29 0.400 0.10 / 26 BOTT: 0.400 0.16 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14948 TOP : Longitudinal direction - Only minimum steel required. 14948 BOTT: Longitudinal direction - Only minimum steel required. 14948 TOP : Transverse direction - Only minimum steel required. 14948 BOTT: Transverse direction - Only minimum steel required. 14948 TOP : 0.400 0.15 / 28 0.400 0.07 / 26 BOTT: 0.400 0.14 / 29 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14949 TOP : Longitudinal direction - Only minimum steel required. 14949 BOTT: Longitudinal direction - Only minimum steel required. 14949 TOP : Transverse direction - Only minimum steel required. 14949 BOTT: Transverse direction - Only minimum steel required. 14949 TOP : 0.400 0.05 / 28 0.400 0.08 / 26 BOTT: 0.400 0.06 / 25 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14950 TOP : Longitudinal direction - Only minimum steel required. 14950 BOTT: Longitudinal direction - Only minimum steel required. 14950 TOP : Transverse direction - Only minimum steel required. 14950 BOTT: Transverse direction - Only minimum steel required. 14950 TOP : 0.400 0.07 / 29 0.400 0.08 / 26 BOTT: 0.400 0.07 / 28 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14951 TOP : Longitudinal direction - Only minimum steel required. 14951 BOTT: Longitudinal direction - Only minimum steel required. 14951 TOP : Transverse direction - Only minimum steel required. 14951 BOTT: Transverse direction - Only minimum steel required. 14951 TOP : 0.400 0.16 / 29 0.400 0.07 / 26 BOTT: 0.400 0.16 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14952 TOP : Longitudinal direction - Only minimum steel required. 14952 BOTT: Longitudinal direction - Only minimum steel required. 14952 TOP : Transverse direction - Only minimum steel required. 14952 BOTT: Transverse direction - Only minimum steel required. 14952 TOP : 0.400 0.15 / 28 0.400 0.07 / 26 BOTT: 0.400 0.14 / 29 0.400 0.06 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14953 TOP : Longitudinal direction - Only minimum steel required. 14953 BOTT: Longitudinal direction - Only minimum steel required. 14953 TOP : Transverse direction - Only minimum steel required. 14953 BOTT: Transverse direction - Only minimum steel required. 14953 TOP : 0.400 0.05 / 28 0.400 0.07 / 26 BOTT: 0.400 0.08 / 25 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14954 TOP : Longitudinal direction - Only minimum steel required. 14954 BOTT: Longitudinal direction - Only minimum steel required. 14954 TOP : Transverse direction - Only minimum steel required. 14954 BOTT: Transverse direction - Only minimum steel required. 14954 TOP : 0.400 0.07 / 29 0.400 0.06 / 26 BOTT: 0.400 0.08 / 28 0.400 0.05 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14955 TOP : Longitudinal direction - Only minimum steel required. 14955 BOTT: Longitudinal direction - Only minimum steel required. 14955 TOP : Transverse direction - Only minimum steel required. 14955 BOTT: Transverse direction - Only minimum steel required. 14955 TOP : 0.400 0.16 / 29 0.400 0.07 / 26 BOTT: 0.400 0.17 / 28 0.400 0.06 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14956 TOP : Longitudinal direction - Only minimum steel required. 14956 BOTT: Longitudinal direction - Only minimum steel required. 14956 TOP : Transverse direction - Only minimum steel required. 14956 BOTT: Transverse direction - Only minimum steel required. 14956 TOP : 0.400 0.17 / 28 0.400 0.06 / 26 BOTT: 0.400 0.16 / 25 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14957 TOP : Longitudinal direction - Only minimum steel required. 14957 BOTT: Longitudinal direction - Only minimum steel required. 14957 TOP : Transverse direction - Only minimum steel required. 14957 BOTT: Transverse direction - Only minimum steel required. 14957 TOP : 0.400 0.05 / 28 0.400 0.05 / 26 BOTT: 0.400 0.10 / 25 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14958 TOP : Longitudinal direction - Only minimum steel required. 14958 BOTT: Longitudinal direction - Only minimum steel required. 14958 TOP : Transverse direction - Only minimum steel required. 14958 BOTT: Transverse direction - Only minimum steel required. 14958 TOP : 0.400 0.08 / 29 0.400 0.05 / 26 BOTT: 0.400 0.09 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14959 TOP : Longitudinal direction - Only minimum steel required. 14959 BOTT: Longitudinal direction - Only minimum steel required. 14959 TOP : Transverse direction - Only minimum steel required. 14959 BOTT: Transverse direction - Only minimum steel required. 14959 TOP : 0.400 0.18 / 29 0.400 0.05 / 26 BOTT: 0.400 0.20 / 28 0.400 0.04 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14960 TOP : Longitudinal direction - Only minimum steel required. 14960 BOTT: Longitudinal direction - Only minimum steel required. 14960 TOP : Transverse direction - Only minimum steel required. 14960 BOTT: Transverse direction - Only minimum steel required. 14960 TOP : 0.400 0.19 / 28 0.400 0.05 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14961 TOP : Longitudinal direction - Only minimum steel required. 14961 BOTT: Longitudinal direction - Only minimum steel required. 14961 TOP : Transverse direction - Only minimum steel required. 14961 BOTT: Transverse direction - Only minimum steel required. 14961 TOP : 0.400 0.05 / 28 0.400 0.04 / 26 BOTT: 0.400 0.11 / 25 0.400 0.05 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14962 TOP : Longitudinal direction - Only minimum steel required. 14962 BOTT: Longitudinal direction - Only minimum steel required. 14962 TOP : Transverse direction - Only minimum steel required. 14962 BOTT: Transverse direction - Only minimum steel required. 14962 TOP : 0.400 0.08 / 29 0.400 0.04 / 26 BOTT: 0.400 0.09 / 28 0.400 0.04 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14963 TOP : Longitudinal direction - Only minimum steel required. 14963 BOTT: Longitudinal direction - Only minimum steel required. 14963 TOP : Transverse direction - Only minimum steel required. 14963 BOTT: Transverse direction - Only minimum steel required. 14963 TOP : 0.400 0.21 / 29 0.400 0.04 / 26 BOTT: 0.400 0.24 / 28 0.400 0.03 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14964 TOP : Longitudinal direction - Only minimum steel required. 14964 BOTT: Longitudinal direction - Only minimum steel required. 14964 TOP : Transverse direction - Only minimum steel required. 14964 BOTT: Transverse direction - Only minimum steel required. 14964 TOP : 0.400 0.19 / 28 0.400 0.04 / 26 BOTT: 0.400 0.29 / 25 0.400 0.06 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14965 TOP : Longitudinal direction - Only minimum steel required. 14965 BOTT: Longitudinal direction - Only minimum steel required. 14965 TOP : Transverse direction - Only minimum steel required. 14965 BOTT: Transverse direction - Only minimum steel required. 14965 TOP : 0.400 0.06 / 28 0.400 0.03 / 26 BOTT: 0.400 0.09 / 25 0.400 0.09 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14966 TOP : Longitudinal direction - Only minimum steel required. 14966 BOTT: Longitudinal direction - Only minimum steel required. 14966 TOP : Transverse direction - Only minimum steel required. 14966 BOTT: Transverse direction - Only minimum steel required. 14966 TOP : 0.400 0.09 / 29 0.400 0.03 / 26 BOTT: 0.400 0.10 / 28 0.400 0.09 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14967 TOP : Longitudinal direction - Only minimum steel required. 14967 BOTT: Longitudinal direction - Only minimum steel required. 14967 TOP : Transverse direction - Only minimum steel required. 14967 BOTT: Transverse direction - Only minimum steel required. 14967 TOP : 0.400 0.22 / 29 0.400 0.04 / 29 BOTT: 0.400 0.27 / 28 0.400 0.06 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14968 TOP : Longitudinal direction - Only minimum steel required. 14968 BOTT: Longitudinal direction - Only minimum steel required. 14968 TOP : Transverse direction - Only minimum steel required. 14968 BOTT: Transverse direction - Only minimum steel required. 14968 TOP : 0.400 0.17 / 28 0.400 0.04 / 28 BOTT: 0.400 0.30 / 22 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14969 TOP : Longitudinal direction - Only minimum steel required. 14969 BOTT: Longitudinal direction - Only minimum steel required. 14969 TOP : Transverse direction - Only minimum steel required. 14969 BOTT: Transverse direction - Only minimum steel required. 14969 TOP : 0.400 0.12 / 22 0.400 0.03 / 26 BOTT: 0.400 0.05 / 25 0.400 0.12 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14970 TOP : Longitudinal direction - Only minimum steel required. 14970 BOTT: Longitudinal direction - Only minimum steel required. 14970 TOP : Transverse direction - Only minimum steel required. 14970 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 0.08 / 28 0.400 0.12 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14971 TOP : Longitudinal direction - Only minimum steel required. 14971 BOTT: Longitudinal direction - Only minimum steel required. 14971 TOP : Transverse direction - Only minimum steel required. 14971 BOTT: Transverse direction - Only minimum steel required. 14971 TOP : 0.400 0.19 / 29 0.400 0.04 / 29 BOTT: 0.400 0.34 / 22 0.400 0.11 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14972 TOP : Longitudinal direction - Only minimum steel required. 14972 BOTT: Longitudinal direction - Only minimum steel required. 14972 TOP : Transverse direction - Only minimum steel required. 14972 BOTT: Transverse direction - Only minimum steel required. 14972 TOP : 0.400 0.10 / 28 0.400 0.05 / 26 BOTT: 0.400 0.53 / 22 0.400 0.05 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14973 TOP : Longitudinal direction - Only minimum steel required. 14973 BOTT: Longitudinal direction - Only minimum steel required. 14973 TOP : Transverse direction - Only minimum steel required. 14973 BOTT: Transverse direction - Only minimum steel required. 14973 TOP : 0.400 0.35 / 22 0.400 0.12 / 22 BOTT: 0.400 0.00 / 29 0.400 0.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14974 TOP : Longitudinal direction - Only minimum steel required. 14974 BOTT: Longitudinal direction - Only minimum steel required. 14974 TOP : Transverse direction - Only minimum steel required. 14974 BOTT: Transverse direction - Only minimum steel required. 14974 TOP : 0.400 0.31 / 22 0.400 0.12 / 22 BOTT: 0.400 0.03 / 28 0.400 0.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14975 TOP : Longitudinal direction - Only minimum steel required. 14975 BOTT: Longitudinal direction - Only minimum steel required. 14975 TOP : Transverse direction - Only minimum steel required. 14975 BOTT: Transverse direction - Only minimum steel required. 14975 TOP : 0.400 0.09 / 29 0.400 0.06 / 26 BOTT: 0.400 0.59 / 22 0.400 0.06 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14976 TOP : Longitudinal direction - Only minimum steel required. 14976 BOTT: Longitudinal direction - Only minimum steel required. 14976 TOP : Transverse direction - Only minimum steel required. 14976 BOTT: Transverse direction - Only minimum steel required. 14976 TOP : 0.400 0.04 / 25 0.400 0.41 / 22 BOTT: 0.400 0.46 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14977 TOP : Longitudinal direction - Only minimum steel required. 14977 BOTT: Longitudinal direction - Only minimum steel required. 14977 TOP : Transverse direction - Only minimum steel required. 14977 BOTT: Transverse direction - Only minimum steel required. 14977 TOP : 0.400 0.57 / 22 0.400 1.15 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14978 TOP : Longitudinal direction - Only minimum steel required. 14978 BOTT: Longitudinal direction - Only minimum steel required. 14978 TOP : Transverse direction - Only minimum steel required. 14978 BOTT: Transverse direction - Only minimum steel required. 14978 TOP : 0.400 0.53 / 22 0.400 1.11 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14979 TOP : Longitudinal direction - Only minimum steel required. 14979 BOTT: Longitudinal direction - Only minimum steel required. 14979 TOP : Transverse direction - Only minimum steel required. 14979 BOTT: Transverse direction - Only minimum steel required. 14979 TOP : 0.400 0.00 / 22 0.400 0.38 / 22 BOTT: 0.400 0.52 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14987 TOP : Longitudinal direction - Only minimum steel required. 14987 BOTT: Longitudinal direction - Only minimum steel required. 14987 TOP : Transverse direction - Only minimum steel required. 14987 BOTT: Transverse direction - Only minimum steel required.
14987 TOP : 0.400 0.77 / 27 0.400 3.02 / 27 BOTT: 0.400 1.56 / 26 0.400 12.65 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14988 TOP : Longitudinal direction - Only minimum steel required. 14988 BOTT: Longitudinal direction - Only minimum steel required. 14988 TOP : Transverse direction - Only minimum steel required. 14988 BOTT: Transverse direction - Only minimum steel required. 14988 TOP : 0.400 0.48 / 27 0.400 2.85 / 27 BOTT: 0.400 2.31 / 26 0.400 13.59 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14989 TOP : Longitudinal direction - Only minimum steel required. 14989 BOTT: Longitudinal direction - Only minimum steel required. 14989 TOP : Transverse direction - Only minimum steel required. 14989 BOTT: Transverse direction - Only minimum steel required. 14989 TOP : 0.400 2.01 / 27 0.400 1.24 / 27 BOTT: 0.400 9.96 / 26 0.400 6.40 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14990 TOP : Longitudinal direction - Only minimum steel required. 14990 BOTT: Longitudinal direction - Only minimum steel required. 14990 TOP : Transverse direction - Only minimum steel required. 14990 BOTT: Transverse direction - Only minimum steel required. 14990 TOP : 0.400 0.37 / 27 0.400 2.20 / 27 BOTT: 0.400 1.94 / 26 0.400 11.40 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14991 TOP : Longitudinal direction - Only minimum steel required. 14991 BOTT: Longitudinal direction - Only minimum steel required. 14991 TOP : Transverse direction - Only minimum steel required. 14991 BOTT: Transverse direction - Only minimum steel required. 14991 TOP : 0.400 0.37 / 27 0.400 2.20 / 27 BOTT: 0.400 1.94 / 26 0.400 11.40 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14992 TOP : Longitudinal direction - Only minimum steel required. 14992 BOTT: Longitudinal direction - Only minimum steel required. 14992 TOP : Transverse direction - Only minimum steel required. 14992 BOTT: Transverse direction - Only minimum steel required. 14992 TOP : 0.400 2.19 / 27 0.400 1.04 / 27 BOTT: 0.400 10.80 / 26 0.400 5.21 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14993 TOP : Longitudinal direction - Only minimum steel required. 14993 BOTT: Longitudinal direction - Only minimum steel required. 14993 TOP : Transverse direction - Only minimum steel required. 14993 BOTT: Transverse direction - Only minimum steel required. 14993 TOP : 0.400 0.45 / 27 0.400 2.64 / 27 BOTT: 0.400 2.13 / 26 0.400 12.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14994 TOP : Longitudinal direction - Only minimum steel required. 14994 BOTT: Longitudinal direction - Only minimum steel required. 14994 TOP : Transverse direction - Only minimum steel required. 14994 BOTT: Transverse direction - Only minimum steel required. 14994 TOP : 0.400 0.45 / 27 0.400 2.64 / 27 BOTT: 0.400 2.13 / 26 0.400 12.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14995 TOP : Longitudinal direction - Only minimum steel required. 14995 BOTT: Longitudinal direction - Only minimum steel required. 14995 TOP : Transverse direction - Only minimum steel required. 14995 BOTT: Transverse direction - Only minimum steel required. 14995 TOP : 0.400 2.91 / 27 0.400 1.04 / 27 BOTT: 0.400 10.57 / 26 0.400 2.38 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14996 TOP : Longitudinal direction - Only minimum steel required. 14996 BOTT: Longitudinal direction - Only minimum steel required. 14996 TOP : Transverse direction - Only minimum steel required. 14996 BOTT: Transverse direction - Only minimum steel required. 14996 TOP : 0.400 0.52 / 27 0.400 3.07 / 27 BOTT: 0.400 1.99 / 26 0.400 11.73 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14997 TOP : Longitudinal direction - Only minimum steel required. 14997 BOTT: Longitudinal direction - Only minimum steel required.
14997 BOTT: Transverse direction - Only minimum steel required. 14997 TOP : 0.400 1.27 / 28 0.400 1.34 / 27 BOTT: 0.400 0.00 / 26 0.400 1.92 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14998 TOP : Longitudinal direction - Only minimum steel required. 14998 BOTT: Longitudinal direction - Only minimum steel required. 14998 TOP : Transverse direction - Only minimum steel required. 14998 BOTT: Transverse direction - Only minimum steel required. 14998 TOP : 0.400 0.58 / 27 0.400 1.56 / 27 BOTT: 0.400 2.16 / 26 0.400 3.54 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 14999 TOP : Longitudinal direction - Only minimum steel required. 14999 BOTT: Longitudinal direction - Only minimum steel required. 14999 TOP : Transverse direction - Only minimum steel required. 14999 BOTT: Transverse direction - Only minimum steel required. 14999 TOP : 0.400 0.59 / 27 0.400 1.60 / 27 BOTT: 0.400 2.22 / 26 0.400 3.84 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15000 TOP : Longitudinal direction - Only minimum steel required. 15000 BOTT: Longitudinal direction - Only minimum steel required. 15000 TOP : Transverse direction - Only minimum steel required. 15000 BOTT: Transverse direction - Only minimum steel required. 15000 TOP : 0.400 1.28 / 29 0.400 1.36 / 27 BOTT: 0.400 0.00 / 26 0.400 2.23 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15001 TOP : Longitudinal direction - Only minimum steel required. 15001 BOTT: Longitudinal direction - Only minimum steel required. 15001 TOP : Transverse direction - Only minimum steel required. 15001 BOTT: Transverse direction - Only minimum steel required. 15001 TOP : 0.400 1.04 / 26 0.400 1.00 / 27 BOTT: 0.400 0.00 / 26 0.400 0.32 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15002 TOP : Longitudinal direction - Only minimum steel required. 15002 BOTT: Longitudinal direction - Only minimum steel required. 15002 TOP : Transverse direction - Only minimum steel required. 15002 BOTT: Transverse direction - Only minimum steel required. 15002 TOP : 0.400 0.52 / 27 0.400 0.85 / 27 BOTT: 0.400 1.11 / 26 0.400 0.41 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15003 TOP : Longitudinal direction - Only minimum steel required. 15003 BOTT: Longitudinal direction - Only minimum steel required. 15003 TOP : Transverse direction - Only minimum steel required. 15003 BOTT: Transverse direction - Only minimum steel required. 15003 TOP : 0.400 0.51 / 27 0.400 0.86 / 27 BOTT: 0.400 1.17 / 26 0.400 0.44 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15004 TOP : Longitudinal direction - Only minimum steel required. 15004 BOTT: Longitudinal direction - Only minimum steel required. 15004 TOP : Transverse direction - Only minimum steel required. 15004 BOTT: Transverse direction - Only minimum steel required. 15004 TOP : 0.400 0.98 / 26 0.400 1.00 / 27 BOTT: 0.400 0.00 / 26 0.400 0.36 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15005 TOP : Longitudinal direction - Only minimum steel required. 15005 BOTT: Longitudinal direction - Only minimum steel required. 15005 TOP : Transverse direction - Only minimum steel required. 15005 BOTT: Transverse direction - Only minimum steel required. 15005 TOP : 0.400 0.68 / 29 0.400 0.86 / 27 BOTT: 0.400 0.32 / 28 0.400 0.45 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15006 TOP : Longitudinal direction - Only minimum steel required. 15006 BOTT: Longitudinal direction - Only minimum steel required. 15006 TOP : Transverse direction - Only minimum steel required. 15006 BOTT: Transverse direction - Only minimum steel required. 15006 TOP : 0.400 0.66 / 28 0.400 0.87 / 27 BOTT: 0.400 0.29 / 29 0.400 0.45 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15007 TOP : Longitudinal direction - Only minimum steel required. 15007 BOTT: Longitudinal direction - Only minimum steel required.
15007 TOP : Transverse direction - Only minimum steel required. 15007 BOTT: Transverse direction - Only minimum steel required. 15007 TOP : 0.400 0.31 / 29 0.400 0.72 / 27 BOTT: 0.400 0.23 / 28 0.400 0.59 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15008 TOP : Longitudinal direction - Only minimum steel required. 15008 BOTT: Longitudinal direction - Only minimum steel required. 15008 TOP : Transverse direction - Only minimum steel required. 15008 BOTT: Transverse direction - Only minimum steel required. 15008 TOP : 0.400 0.32 / 28 0.400 0.72 / 27 BOTT: 0.400 0.24 / 29 0.400 0.58 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15009 TOP : Longitudinal direction - Only minimum steel required. 15009 BOTT: Longitudinal direction - Only minimum steel required. 15009 TOP : Transverse direction - Only minimum steel required. 15009 BOTT: Transverse direction - Only minimum steel required. 15009 TOP : 0.400 0.08 / 26 0.400 0.67 / 27 BOTT: 0.400 0.08 / 27 0.400 0.71 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15010 TOP : Longitudinal direction - Only minimum steel required. 15010 BOTT: Longitudinal direction - Only minimum steel required. 15010 TOP : Transverse direction - Only minimum steel required. 15010 BOTT: Transverse direction - Only minimum steel required. 15010 TOP : 0.400 0.10 / 26 0.400 0.66 / 27 BOTT: 0.400 0.08 / 27 0.400 0.70 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15011 TOP : Longitudinal direction - Only minimum steel required. 15011 BOTT: Longitudinal direction - Only minimum steel required. 15011 TOP : Transverse direction - Only minimum steel required. 15011 BOTT: Transverse direction - Only minimum steel required. 15011 TOP : 0.400 0.30 / 28 0.400 0.71 / 27 BOTT: 0.400 0.30 / 29 0.400 0.80 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15012 TOP : Longitudinal direction - Only minimum steel required. 15012 BOTT: Longitudinal direction - Only minimum steel required. 15012 TOP : Transverse direction - Only minimum steel required. 15012 BOTT: Transverse direction - Only minimum steel required. 15012 TOP : 0.400 0.56 / 28 0.400 0.71 / 27 BOTT: 0.400 0.58 / 29 0.400 0.76 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15013 TOP : Longitudinal direction - Only minimum steel required. 15013 BOTT: Longitudinal direction - Only minimum steel required. 15013 TOP : Transverse direction - Only minimum steel required. 15013 BOTT: Transverse direction - Only minimum steel required. 15013 TOP : 0.400 0.29 / 29 0.400 0.70 / 27 BOTT: 0.400 0.28 / 28 0.400 0.79 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15014 TOP : Longitudinal direction - Only minimum steel required. 15014 BOTT: Longitudinal direction - Only minimum steel required. 15014 TOP : Transverse direction - Only minimum steel required. 15014 BOTT: Transverse direction - Only minimum steel required. 15014 TOP : 0.400 0.53 / 29 0.400 0.70 / 27 BOTT: 0.400 0.53 / 28 0.400 0.75 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15015 TOP : Longitudinal direction - Only minimum steel required. 15015 BOTT: Longitudinal direction - Only minimum steel required. 15015 TOP : Transverse direction - Only minimum steel required. 15015 BOTT: Transverse direction - Only minimum steel required. 15015 TOP : 0.400 0.33 / 28 0.400 0.65 / 27 BOTT: 0.400 0.39 / 29 0.400 0.71 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15016 TOP : Longitudinal direction - Only minimum steel required. 15016 BOTT: Longitudinal direction - Only minimum steel required. 15016 TOP : Transverse direction - Only minimum steel required. 15016 BOTT: Transverse direction - Only minimum steel required. 15016 TOP : 0.400 0.10 / 28 0.400 0.42 / 27 BOTT: 0.400 0.10 / 29 0.400 0.46 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
15017 BOTT: Longitudinal direction - Only minimum steel required. 15017 TOP : Transverse direction - Only minimum steel required. 15017 BOTT: Transverse direction - Only minimum steel required. 15017 TOP : 0.400 0.08 / 29 0.400 0.42 / 27 BOTT: 0.400 0.07 / 28 0.400 0.46 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15018 TOP : Longitudinal direction - Only minimum steel required. 15018 BOTT: Longitudinal direction - Only minimum steel required. 15018 TOP : Transverse direction - Only minimum steel required. 15018 BOTT: Transverse direction - Only minimum steel required. 15018 TOP : 0.400 0.32 / 29 0.400 0.64 / 27 BOTT: 0.400 0.35 / 28 0.400 0.69 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15019 TOP : Longitudinal direction - Only minimum steel required. 15019 BOTT: Longitudinal direction - Only minimum steel required. 15019 TOP : Transverse direction - Only minimum steel required. 15019 BOTT: Transverse direction - Only minimum steel required. 15019 TOP : 0.400 0.23 / 29 0.400 0.58 / 27 BOTT: 0.400 0.31 / 28 0.400 0.66 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15020 TOP : Longitudinal direction - Only minimum steel required. 15020 BOTT: Longitudinal direction - Only minimum steel required. 15020 TOP : Transverse direction - Only minimum steel required. 15020 BOTT: Transverse direction - Only minimum steel required. 15020 TOP : 0.400 0.03 / 29 0.400 0.39 / 27 BOTT: 0.400 0.06 / 28 0.400 0.44 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15021 TOP : Longitudinal direction - Only minimum steel required. 15021 BOTT: Longitudinal direction - Only minimum steel required. 15021 TOP : Transverse direction - Only minimum steel required. 15021 BOTT: Transverse direction - Only minimum steel required. 15021 TOP : 0.400 0.02 / 28 0.400 0.39 / 27 BOTT: 0.400 0.03 / 29 0.400 0.44 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15022 TOP : Longitudinal direction - Only minimum steel required. 15022 BOTT: Longitudinal direction - Only minimum steel required. 15022 TOP : Transverse direction - Only minimum steel required. 15022 BOTT: Transverse direction - Only minimum steel required. 15022 TOP : 0.400 0.22 / 28 0.400 0.58 / 27 BOTT: 0.400 0.25 / 29 0.400 0.65 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15023 TOP : Longitudinal direction - Only minimum steel required. 15023 BOTT: Longitudinal direction - Only minimum steel required. 15023 TOP : Transverse direction - Only minimum steel required. 15023 BOTT: Transverse direction - Only minimum steel required. 15023 TOP : 0.400 0.47 / 29 0.400 0.57 / 27 BOTT: 0.400 0.50 / 28 0.400 0.67 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15024 TOP : Longitudinal direction - Only minimum steel required. 15024 BOTT: Longitudinal direction - Only minimum steel required. 15024 TOP : Transverse direction - Only minimum steel required. 15024 BOTT: Transverse direction - Only minimum steel required. 15024 TOP : 0.400 0.44 / 28 0.400 0.58 / 27 BOTT: 0.400 0.45 / 29 0.400 0.67 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15025 TOP : Longitudinal direction - Only minimum steel required. 15025 BOTT: Longitudinal direction - Only minimum steel required. 15025 TOP : Transverse direction - Only minimum steel required. 15025 BOTT: Transverse direction - Only minimum steel required. 15025 TOP : 0.400 0.22 / 29 0.400 0.59 / 27 BOTT: 0.400 0.21 / 28 0.400 0.66 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15026 TOP : Longitudinal direction - Only minimum steel required. 15026 BOTT: Longitudinal direction - Only minimum steel required. 15026 TOP : Transverse direction - Only minimum steel required. 15026 BOTT: Transverse direction - Only minimum steel required. 15026 TOP : 0.400 0.21 / 28 0.400 0.59 / 27 BOTT: 0.400 0.20 / 29 0.400 0.65 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
15027 TOP : Longitudinal direction - Only minimum steel required. 15027 BOTT: Longitudinal direction - Only minimum steel required. 15027 TOP : Transverse direction - Only minimum steel required. 15027 BOTT: Transverse direction - Only minimum steel required. 15027 TOP : 0.400 0.04 / 28 0.400 0.55 / 27 BOTT: 0.400 0.03 / 29 0.400 0.55 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15028 TOP : Longitudinal direction - Only minimum steel required. 15028 BOTT: Longitudinal direction - Only minimum steel required. 15028 TOP : Transverse direction - Only minimum steel required. 15028 BOTT: Transverse direction - Only minimum steel required. 15028 TOP : 0.400 0.04 / 29 0.400 0.55 / 27 BOTT: 0.400 0.04 / 28 0.400 0.55 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15029 TOP : Longitudinal direction - Only minimum steel required. 15029 BOTT: Longitudinal direction - Only minimum steel required. 15029 TOP : Transverse direction - Only minimum steel required. 15029 BOTT: Transverse direction - Only minimum steel required. 15029 TOP : 0.400 0.32 / 28 0.400 0.53 / 27 BOTT: 0.400 0.29 / 29 0.400 0.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15030 TOP : Longitudinal direction - Only minimum steel required. 15030 BOTT: Longitudinal direction - Only minimum steel required. 15030 TOP : Transverse direction - Only minimum steel required. 15030 BOTT: Transverse direction - Only minimum steel required. 15030 TOP : 0.400 0.31 / 29 0.400 0.52 / 27 BOTT: 0.400 0.28 / 28 0.400 0.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15031 TOP : Longitudinal direction - Only minimum steel required. 15031 BOTT: Longitudinal direction - Only minimum steel required. 15031 TOP : Transverse direction - Only minimum steel required. 15031 BOTT: Transverse direction - Only minimum steel required. 15031 TOP : 0.400 0.62 / 28 0.400 0.51 / 27 BOTT: 0.400 0.61 / 29 0.400 0.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15032 TOP : Longitudinal direction - Only minimum steel required. 15032 BOTT: Longitudinal direction - Only minimum steel required. 15032 TOP : Transverse direction - Only minimum steel required. 15032 BOTT: Transverse direction - Only minimum steel required. 15032 TOP : 0.400 0.58 / 29 0.400 0.50 / 27 BOTT: 0.400 0.57 / 28 0.400 0.51 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15033 TOP : Longitudinal direction - Only minimum steel required. 15033 BOTT: Longitudinal direction - Only minimum steel required. 15033 TOP : Transverse direction - Only minimum steel required. 15033 BOTT: Transverse direction - Only minimum steel required. 15033 TOP : 0.400 0.47 / 28 0.400 0.40 / 27 BOTT: 0.400 0.54 / 29 0.400 0.53 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15034 TOP : Longitudinal direction - Only minimum steel required. 15034 BOTT: Longitudinal direction - Only minimum steel required. 15034 TOP : Transverse direction - Only minimum steel required. 15034 BOTT: Transverse direction - Only minimum steel required. 15034 TOP : 0.400 0.15 / 28 0.400 0.27 / 27 BOTT: 0.400 0.17 / 29 0.400 0.36 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15035 TOP : Longitudinal direction - Only minimum steel required. 15035 BOTT: Longitudinal direction - Only minimum steel required. 15035 TOP : Transverse direction - Only minimum steel required. 15035 BOTT: Transverse direction - Only minimum steel required. 15035 TOP : 0.400 0.13 / 29 0.400 0.27 / 27 BOTT: 0.400 0.14 / 28 0.400 0.35 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15036 TOP : Longitudinal direction - Only minimum steel required. 15036 BOTT: Longitudinal direction - Only minimum steel required. 15036 TOP : Transverse direction - Only minimum steel required. 15036 BOTT: Transverse direction - Only minimum steel required. 15036 TOP : 0.400 0.45 / 29 0.400 0.39 / 27 BOTT: 0.400 0.50 / 28 0.400 0.52 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15037 TOP : Longitudinal direction - Only minimum steel required. 15037 BOTT: Longitudinal direction - Only minimum steel required. 15037 TOP : Transverse direction - Only minimum steel required. 15037 BOTT: Transverse direction - Only minimum steel required. 15037 TOP : 0.400 0.09 / 29 0.400 0.41 / 27 BOTT: 0.400 0.16 / 28 0.400 0.54 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15038 TOP : Longitudinal direction - Only minimum steel required. 15038 BOTT: Longitudinal direction - Only minimum steel required. 15038 TOP : Transverse direction - Only minimum steel required. 15038 BOTT: Transverse direction - Only minimum steel required. 15038 TOP : 0.400 0.00 / 29 0.400 0.27 / 27 BOTT: 0.400 0.02 / 29 0.400 0.36 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15039 TOP : Longitudinal direction - Only minimum steel required. 15039 BOTT: Longitudinal direction - Only minimum steel required. 15039 TOP : Transverse direction - Only minimum steel required. 15039 BOTT: Transverse direction - Only minimum steel required. 15039 TOP : 0.400 0.01 / 29 0.400 0.27 / 27 BOTT: 0.400 0.03 / 28 0.400 0.35 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15040 TOP : Longitudinal direction - Only minimum steel required. 15040 BOTT: Longitudinal direction - Only minimum steel required. 15040 TOP : Transverse direction - Only minimum steel required. 15040 BOTT: Transverse direction - Only minimum steel required. 15040 TOP : 0.400 0.08 / 28 0.400 0.41 / 27 BOTT: 0.400 0.12 / 29 0.400 0.54 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15041 TOP : Longitudinal direction - Only minimum steel required. 15041 BOTT: Longitudinal direction - Only minimum steel required. 15041 TOP : Transverse direction - Only minimum steel required. 15041 BOTT: Transverse direction - Only minimum steel required. 15041 TOP : 0.400 0.45 / 29 0.400 0.45 / 27 BOTT: 0.400 0.45 / 28 0.400 0.46 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15042 TOP : Longitudinal direction - Only minimum steel required. 15042 BOTT: Longitudinal direction - Only minimum steel required. 15042 TOP : Transverse direction - Only minimum steel required. 15042 BOTT: Transverse direction - Only minimum steel required. 15042 TOP : 0.400 0.41 / 28 0.400 0.46 / 27 BOTT: 0.400 0.41 / 29 0.400 0.47 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15043 TOP : Longitudinal direction - Only minimum steel required. 15043 BOTT: Longitudinal direction - Only minimum steel required. 15043 TOP : Transverse direction - Only minimum steel required. 15043 BOTT: Transverse direction - Only minimum steel required. 15043 TOP : 0.400 0.26 / 29 0.400 0.41 / 27 BOTT: 0.400 0.24 / 28 0.400 0.39 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15044 TOP : Longitudinal direction - Only minimum steel required. 15044 BOTT: Longitudinal direction - Only minimum steel required. 15044 TOP : Transverse direction - Only minimum steel required. 15044 BOTT: Transverse direction - Only minimum steel required. 15044 TOP : 0.400 0.25 / 28 0.400 0.41 / 27 BOTT: 0.400 0.23 / 29 0.400 0.40 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15045 TOP : Longitudinal direction - Only minimum steel required. 15045 BOTT: Longitudinal direction - Only minimum steel required. 15045 TOP : Transverse direction - Only minimum steel required. 15045 BOTT: Transverse direction - Only minimum steel required. 15045 TOP : 0.400 0.03 / 29 0.400 0.38 / 27 BOTT: 0.400 0.03 / 28 0.400 0.37 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15046 TOP : Longitudinal direction - Only minimum steel required. 15046 BOTT: Longitudinal direction - Only minimum steel required. 15046 TOP : Transverse direction - Only minimum steel required. 15046 BOTT: Transverse direction - Only minimum steel required. 15046 TOP : 0.400 0.03 / 28 0.400 0.38 / 27 BOTT: 0.400 0.02 / 29 0.400 0.37 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15047 TOP : Longitudinal direction - Only minimum steel required. 15047 BOTT: Longitudinal direction - Only minimum steel required. 15047 TOP : Transverse direction - Only minimum steel required. 15047 BOTT: Transverse direction - Only minimum steel required. 15047 TOP : 0.400 0.18 / 28 0.400 0.35 / 27 BOTT: 0.400 0.18 / 29 0.400 0.38 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15048 TOP : Longitudinal direction - Only minimum steel required. 15048 BOTT: Longitudinal direction - Only minimum steel required. 15048 TOP : Transverse direction - Only minimum steel required. 15048 BOTT: Transverse direction - Only minimum steel required. 15048 TOP : 0.400 0.18 / 29 0.400 0.35 / 27 BOTT: 0.400 0.18 / 28 0.400 0.37 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15049 TOP : Longitudinal direction - Only minimum steel required. 15049 BOTT: Longitudinal direction - Only minimum steel required. 15049 TOP : Transverse direction - Only minimum steel required. 15049 BOTT: Transverse direction - Only minimum steel required. 15049 TOP : 0.400 0.43 / 28 0.400 0.37 / 27 BOTT: 0.400 0.43 / 29 0.400 0.42 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15050 TOP : Longitudinal direction - Only minimum steel required. 15050 BOTT: Longitudinal direction - Only minimum steel required. 15050 TOP : Transverse direction - Only minimum steel required. 15050 BOTT: Transverse direction - Only minimum steel required. 15050 TOP : 0.400 0.42 / 29 0.400 0.36 / 27 BOTT: 0.400 0.41 / 28 0.400 0.41 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15051 TOP : Longitudinal direction - Only minimum steel required. 15051 BOTT: Longitudinal direction - Only minimum steel required. 15051 TOP : Transverse direction - Only minimum steel required. 15051 BOTT: Transverse direction - Only minimum steel required. 15051 TOP : 0.400 0.59 / 28 0.400 0.25 / 27 BOTT: 0.400 0.61 / 29 0.400 0.37 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15052 TOP : Longitudinal direction - Only minimum steel required. 15052 BOTT: Longitudinal direction - Only minimum steel required. 15052 TOP : Transverse direction - Only minimum steel required. 15052 BOTT: Transverse direction - Only minimum steel required. 15052 TOP : 0.400 0.55 / 29 0.400 0.25 / 27 BOTT: 0.400 0.57 / 28 0.400 0.37 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15053 TOP : Longitudinal direction - Only minimum steel required. 15053 BOTT: Longitudinal direction - Only minimum steel required. 15053 TOP : Transverse direction - Only minimum steel required. 15053 BOTT: Transverse direction - Only minimum steel required. 15053 TOP : 0.400 0.36 / 28 0.400 0.23 / 27 BOTT: 0.400 0.40 / 29 0.400 0.32 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15054 TOP : Longitudinal direction - Only minimum steel required. 15054 BOTT: Longitudinal direction - Only minimum steel required. 15054 TOP : Transverse direction - Only minimum steel required. 15054 BOTT: Transverse direction - Only minimum steel required. 15054 TOP : 0.400 0.11 / 28 0.400 0.16 / 27 BOTT: 0.400 0.13 / 29 0.400 0.21 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15055 TOP : Longitudinal direction - Only minimum steel required. 15055 BOTT: Longitudinal direction - Only minimum steel required. 15055 TOP : Transverse direction - Only minimum steel required. 15055 BOTT: Transverse direction - Only minimum steel required. 15055 TOP : 0.400 0.09 / 29 0.400 0.16 / 27 BOTT: 0.400 0.11 / 28 0.400 0.21 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15056 TOP : Longitudinal direction - Only minimum steel required. 15056 BOTT: Longitudinal direction - Only minimum steel required. 15056 TOP : Transverse direction - Only minimum steel required. 15056 BOTT: Transverse direction - Only minimum steel required. 15056 TOP : 0.400 0.34 / 29 0.400 0.23 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15057 TOP : Longitudinal direction - Only minimum steel required. 15057 BOTT: Longitudinal direction - Only minimum steel required. 15057 TOP : Transverse direction - Only minimum steel required. 15057 BOTT: Transverse direction - Only minimum steel required. 15057 TOP : 0.400 0.18 / 29 0.400 0.29 / 27 BOTT: 0.400 0.20 / 28 0.400 0.30 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15058 TOP : Longitudinal direction - Only minimum steel required. 15058 BOTT: Longitudinal direction - Only minimum steel required. 15058 TOP : Transverse direction - Only minimum steel required. 15058 BOTT: Transverse direction - Only minimum steel required. 15058 TOP : 0.400 0.01 / 29 0.400 0.19 / 27 BOTT: 0.400 0.03 / 28 0.400 0.20 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15059 TOP : Longitudinal direction - Only minimum steel required. 15059 BOTT: Longitudinal direction - Only minimum steel required. 15059 TOP : Transverse direction - Only minimum steel required. 15059 BOTT: Transverse direction - Only minimum steel required. 15059 TOP : 0.400 0.00 / 29 0.400 0.18 / 27 BOTT: 0.400 0.02 / 27 0.400 0.20 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15060 TOP : Longitudinal direction - Only minimum steel required. 15060 BOTT: Longitudinal direction - Only minimum steel required. 15060 TOP : Transverse direction - Only minimum steel required. 15060 BOTT: Transverse direction - Only minimum steel required. 15060 TOP : 0.400 0.16 / 28 0.400 0.29 / 27 BOTT: 0.400 0.17 / 29 0.400 0.30 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15061 TOP : Longitudinal direction - Only minimum steel required. 15061 BOTT: Longitudinal direction - Only minimum steel required. 15061 TOP : Transverse direction - Only minimum steel required. 15061 BOTT: Transverse direction - Only minimum steel required. 15061 TOP : 0.400 0.43 / 29 0.400 0.29 / 27 BOTT: 0.400 0.43 / 28 0.400 0.29 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15062 TOP : Longitudinal direction - Only minimum steel required. 15062 BOTT: Longitudinal direction - Only minimum steel required. 15062 TOP : Transverse direction - Only minimum steel required. 15062 BOTT: Transverse direction - Only minimum steel required. 15062 TOP : 0.400 0.40 / 28 0.400 0.30 / 27 BOTT: 0.400 0.39 / 29 0.400 0.29 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15063 TOP : Longitudinal direction - Only minimum steel required. 15063 BOTT: Longitudinal direction - Only minimum steel required. 15063 TOP : Transverse direction - Only minimum steel required. 15063 BOTT: Transverse direction - Only minimum steel required. 15063 TOP : 0.400 0.29 / 29 0.400 0.24 / 27 BOTT: 0.400 0.28 / 28 0.400 0.27 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15064 TOP : Longitudinal direction - Only minimum steel required. 15064 BOTT: Longitudinal direction - Only minimum steel required. 15064 TOP : Transverse direction - Only minimum steel required. 15064 BOTT: Transverse direction - Only minimum steel required. 15064 TOP : 0.400 0.28 / 28 0.400 0.25 / 27 BOTT: 0.400 0.27 / 29 0.400 0.28 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15065 TOP : Longitudinal direction - Only minimum steel required. 15065 BOTT: Longitudinal direction - Only minimum steel required. 15065 TOP : Transverse direction - Only minimum steel required. 15065 BOTT: Transverse direction - Only minimum steel required. 15065 TOP : 0.400 0.09 / 29 0.400 0.26 / 27 BOTT: 0.400 0.09 / 28 0.400 0.30 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15066 TOP : Longitudinal direction - Only minimum steel required. 15066 BOTT: Longitudinal direction - Only minimum steel required. 15066 TOP : Transverse direction - Only minimum steel required. 15066 BOTT: Transverse direction - Only minimum steel required. 15066 TOP : 0.400 0.09 / 28 0.400 0.26 / 27
BOTT: 0.400 0.09 / 29 0.400 0.30 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15067 TOP : Longitudinal direction - Only minimum steel required. 15067 BOTT: Longitudinal direction - Only minimum steel required. 15067 TOP : Transverse direction - Only minimum steel required. 15067 BOTT: Transverse direction - Only minimum steel required. 15067 TOP : 0.400 0.06 / 28 0.400 0.25 / 27 BOTT: 0.400 0.06 / 29 0.400 0.23 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15068 TOP : Longitudinal direction - Only minimum steel required. 15068 BOTT: Longitudinal direction - Only minimum steel required. 15068 TOP : Transverse direction - Only minimum steel required. 15068 BOTT: Transverse direction - Only minimum steel required. 15068 TOP : 0.400 0.06 / 29 0.400 0.25 / 27 BOTT: 0.400 0.06 / 28 0.400 0.23 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15069 TOP : Longitudinal direction - Only minimum steel required. 15069 BOTT: Longitudinal direction - Only minimum steel required. 15069 TOP : Transverse direction - Only minimum steel required. 15069 BOTT: Transverse direction - Only minimum steel required. 15069 TOP : 0.400 0.27 / 28 0.400 0.23 / 27 BOTT: 0.400 0.25 / 29 0.400 0.19 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15070 TOP : Longitudinal direction - Only minimum steel required. 15070 BOTT: Longitudinal direction - Only minimum steel required. 15070 TOP : Transverse direction - Only minimum steel required. 15070 BOTT: Transverse direction - Only minimum steel required. 15070 TOP : 0.400 0.26 / 29 0.400 0.22 / 27 BOTT: 0.400 0.25 / 28 0.400 0.19 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15071 TOP : Longitudinal direction - Only minimum steel required. 15071 BOTT: Longitudinal direction - Only minimum steel required. 15071 TOP : Transverse direction - Only minimum steel required. 15071 BOTT: Transverse direction - Only minimum steel required. 15071 TOP : 0.400 0.47 / 28 0.400 0.19 / 28 BOTT: 0.400 0.49 / 29 0.400 0.21 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15072 TOP : Longitudinal direction - Only minimum steel required. 15072 BOTT: Longitudinal direction - Only minimum steel required. 15072 TOP : Transverse direction - Only minimum steel required. 15072 BOTT: Transverse direction - Only minimum steel required. 15072 TOP : 0.400 0.44 / 29 0.400 0.17 / 29 BOTT: 0.400 0.46 / 28 0.400 0.20 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15073 TOP : Longitudinal direction - Only minimum steel required. 15073 BOTT: Longitudinal direction - Only minimum steel required. 15073 TOP : Transverse direction - Only minimum steel required. 15073 BOTT: Transverse direction - Only minimum steel required. 15073 TOP : 0.400 0.41 / 28 0.400 0.09 / 28 BOTT: 0.400 0.46 / 29 0.400 0.18 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15074 TOP : Longitudinal direction - Only minimum steel required. 15074 BOTT: Longitudinal direction - Only minimum steel required. 15074 TOP : Transverse direction - Only minimum steel required. 15074 BOTT: Transverse direction - Only minimum steel required. 15074 TOP : 0.400 0.12 / 28 0.400 0.05 / 27 BOTT: 0.400 0.15 / 29 0.400 0.12 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15075 TOP : Longitudinal direction - Only minimum steel required. 15075 BOTT: Longitudinal direction - Only minimum steel required. 15075 TOP : Transverse direction - Only minimum steel required. 15075 BOTT: Transverse direction - Only minimum steel required. 15075 TOP : 0.400 0.10 / 29 0.400 0.05 / 27 BOTT: 0.400 0.12 / 28 0.400 0.12 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15076 TOP : Longitudinal direction - Only minimum steel required. 15076 BOTT: Longitudinal direction - Only minimum steel required. 15076 TOP : Transverse direction - Only minimum steel required.
15076 TOP : 0.400 0.38 / 29 0.400 0.09 / 29 BOTT: 0.400 0.42 / 28 0.400 0.17 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15077 TOP : Longitudinal direction - Only minimum steel required. 15077 BOTT: Longitudinal direction - Only minimum steel required. 15077 TOP : Transverse direction - Only minimum steel required. 15077 BOTT: Transverse direction - Only minimum steel required. 15077 TOP : 0.400 0.08 / 28 0.400 0.14 / 27 BOTT: 0.400 0.10 / 29 0.400 0.19 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15078 TOP : Longitudinal direction - Only minimum steel required. 15078 BOTT: Longitudinal direction - Only minimum steel required. 15078 TOP : Transverse direction - Only minimum steel required. 15078 BOTT: Transverse direction - Only minimum steel required. 15078 TOP : 0.400 0.04 / 28 0.400 0.10 / 27 BOTT: 0.400 0.06 / 29 0.400 0.15 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15079 TOP : Longitudinal direction - Only minimum steel required. 15079 BOTT: Longitudinal direction - Only minimum steel required. 15079 TOP : Transverse direction - Only minimum steel required. 15079 BOTT: Transverse direction - Only minimum steel required. 15079 TOP : 0.400 0.04 / 29 0.400 0.09 / 27 BOTT: 0.400 0.06 / 28 0.400 0.14 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15080 TOP : Longitudinal direction - Only minimum steel required. 15080 BOTT: Longitudinal direction - Only minimum steel required. 15080 TOP : Transverse direction - Only minimum steel required. 15080 BOTT: Transverse direction - Only minimum steel required. 15080 TOP : 0.400 0.08 / 29 0.400 0.14 / 27 BOTT: 0.400 0.10 / 28 0.400 0.18 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15081 TOP : Longitudinal direction - Only minimum steel required. 15081 BOTT: Longitudinal direction - Only minimum steel required. 15081 TOP : Transverse direction - Only minimum steel required. 15081 BOTT: Transverse direction - Only minimum steel required. 15081 TOP : 0.400 0.22 / 29 0.400 0.19 / 27 BOTT: 0.400 0.23 / 28 0.400 0.22 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15082 TOP : Longitudinal direction - Only minimum steel required. 15082 BOTT: Longitudinal direction - Only minimum steel required. 15082 TOP : Transverse direction - Only minimum steel required. 15082 BOTT: Transverse direction - Only minimum steel required. 15082 TOP : 0.400 0.00 / 29 0.400 0.09 / 27 BOTT: 0.400 0.02 / 28 0.400 0.12 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15083 TOP : Longitudinal direction - Only minimum steel required. 15083 BOTT: Longitudinal direction - Only minimum steel required. 15083 TOP : Transverse direction - Only minimum steel required. 15083 BOTT: Transverse direction - Only minimum steel required. 15083 TOP : 0.400 0.00 / 29 0.400 0.09 / 27 BOTT: 0.400 0.02 / 27 0.400 0.12 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15084 TOP : Longitudinal direction - Only minimum steel required. 15084 BOTT: Longitudinal direction - Only minimum steel required. 15084 TOP : Transverse direction - Only minimum steel required. 15084 BOTT: Transverse direction - Only minimum steel required. 15084 TOP : 0.400 0.19 / 28 0.400 0.19 / 27 BOTT: 0.400 0.19 / 29 0.400 0.22 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15085 TOP : Longitudinal direction - Only minimum steel required. 15085 BOTT: Longitudinal direction - Only minimum steel required. 15085 TOP : Transverse direction - Only minimum steel required. 15085 BOTT: Transverse direction - Only minimum steel required. 15085 TOP : 0.400 0.28 / 29 0.400 0.17 / 29 BOTT: 0.400 0.27 / 28 0.400 0.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15086 TOP : Longitudinal direction - Only minimum steel required. 15086 BOTT: Longitudinal direction - Only minimum steel required.
15086 BOTT: Transverse direction - Only minimum steel required. 15086 TOP : 0.400 0.26 / 28 0.400 0.17 / 27 BOTT: 0.400 0.25 / 29 0.400 0.17 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15087 TOP : Longitudinal direction - Only minimum steel required. 15087 BOTT: Longitudinal direction - Only minimum steel required. 15087 TOP : Transverse direction - Only minimum steel required. 15087 BOTT: Transverse direction - Only minimum steel required. 15087 TOP : 0.400 0.14 / 29 0.400 0.14 / 27 BOTT: 0.400 0.13 / 28 0.400 0.12 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15088 TOP : Longitudinal direction - Only minimum steel required. 15088 BOTT: Longitudinal direction - Only minimum steel required. 15088 TOP : Transverse direction - Only minimum steel required. 15088 BOTT: Transverse direction - Only minimum steel required. 15088 TOP : 0.400 0.13 / 28 0.400 0.14 / 27 BOTT: 0.400 0.12 / 29 0.400 0.13 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15089 TOP : Longitudinal direction - Only minimum steel required. 15089 BOTT: Longitudinal direction - Only minimum steel required. 15089 TOP : Transverse direction - Only minimum steel required. 15089 BOTT: Transverse direction - Only minimum steel required. 15089 TOP : 0.400 0.02 / 28 0.400 0.13 / 27 BOTT: 0.400 0.02 / 29 0.400 0.10 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15090 TOP : Longitudinal direction - Only minimum steel required. 15090 BOTT: Longitudinal direction - Only minimum steel required. 15090 TOP : Transverse direction - Only minimum steel required. 15090 BOTT: Transverse direction - Only minimum steel required. 15090 TOP : 0.400 0.02 / 29 0.400 0.13 / 27 BOTT: 0.400 0.02 / 28 0.400 0.10 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15091 TOP : Longitudinal direction - Only minimum steel required. 15091 BOTT: Longitudinal direction - Only minimum steel required. 15091 TOP : Transverse direction - Only minimum steel required. 15091 BOTT: Transverse direction - Only minimum steel required. 15091 TOP : 0.400 0.21 / 28 0.400 0.12 / 27 BOTT: 0.400 0.21 / 29 0.400 0.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15092 TOP : Longitudinal direction - Only minimum steel required. 15092 BOTT: Longitudinal direction - Only minimum steel required. 15092 TOP : Transverse direction - Only minimum steel required. 15092 BOTT: Transverse direction - Only minimum steel required. 15092 TOP : 0.400 0.21 / 29 0.400 0.11 / 27 BOTT: 0.400 0.21 / 28 0.400 0.11 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15093 TOP : Longitudinal direction - Only minimum steel required. 15093 BOTT: Longitudinal direction - Only minimum steel required. 15093 TOP : Transverse direction - Only minimum steel required. 15093 BOTT: Transverse direction - Only minimum steel required. 15093 TOP : 0.400 0.44 / 28 0.400 0.13 / 28 BOTT: 0.400 0.48 / 29 0.400 0.19 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15094 TOP : Longitudinal direction - Only minimum steel required. 15094 BOTT: Longitudinal direction - Only minimum steel required. 15094 TOP : Transverse direction - Only minimum steel required. 15094 BOTT: Transverse direction - Only minimum steel required. 15094 TOP : 0.400 0.42 / 29 0.400 0.12 / 29 BOTT: 0.400 0.45 / 28 0.400 0.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15095 TOP : Longitudinal direction - Only minimum steel required. 15095 BOTT: Longitudinal direction - Only minimum steel required. 15095 TOP : Transverse direction - Only minimum steel required. 15095 BOTT: Transverse direction - Only minimum steel required. 15095 TOP : 0.400 0.40 / 28 0.400 0.06 / 28 BOTT: 0.400 0.44 / 29 0.400 0.08 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15096 TOP : Longitudinal direction - Only minimum steel required. 15096 BOTT: Longitudinal direction - Only minimum steel required.
15096 TOP : Transverse direction - Only minimum steel required. 15096 BOTT: Transverse direction - Only minimum steel required. 15096 TOP : 0.400 0.16 / 28 0.400 0.01 / 28 BOTT: 0.400 0.19 / 29 0.400 0.04 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15097 TOP : Longitudinal direction - Only minimum steel required. 15097 BOTT: Longitudinal direction - Only minimum steel required. 15097 TOP : Transverse direction - Only minimum steel required. 15097 BOTT: Transverse direction - Only minimum steel required. 15097 TOP : 0.400 0.15 / 29 0.400 0.00 / 25 BOTT: 0.400 0.17 / 28 0.400 0.04 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15098 TOP : Longitudinal direction - Only minimum steel required. 15098 BOTT: Longitudinal direction - Only minimum steel required. 15098 TOP : Transverse direction - Only minimum steel required. 15098 BOTT: Transverse direction - Only minimum steel required. 15098 TOP : 0.400 0.39 / 29 0.400 0.05 / 29 BOTT: 0.400 0.41 / 28 0.400 0.08 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15099 TOP : Longitudinal direction - Only minimum steel required. 15099 BOTT: Longitudinal direction - Only minimum steel required. 15099 TOP : Transverse direction - Only minimum steel required. 15099 BOTT: Transverse direction - Only minimum steel required. 15099 TOP : 0.400 0.10 / 28 0.400 0.09 / 27 BOTT: 0.400 0.10 / 29 0.400 0.06 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15100 TOP : Longitudinal direction - Only minimum steel required. 15100 BOTT: Longitudinal direction - Only minimum steel required. 15100 TOP : Transverse direction - Only minimum steel required. 15100 BOTT: Transverse direction - Only minimum steel required. 15100 TOP : 0.400 0.10 / 28 0.400 0.04 / 27 BOTT: 0.400 0.11 / 29 0.400 0.04 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15101 TOP : Longitudinal direction - Only minimum steel required. 15101 BOTT: Longitudinal direction - Only minimum steel required. 15101 TOP : Transverse direction - Only minimum steel required. 15101 BOTT: Transverse direction - Only minimum steel required. 15101 TOP : 0.400 0.11 / 29 0.400 0.04 / 27 BOTT: 0.400 0.11 / 28 0.400 0.04 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15102 TOP : Longitudinal direction - Only minimum steel required. 15102 BOTT: Longitudinal direction - Only minimum steel required. 15102 TOP : Transverse direction - Only minimum steel required. 15102 BOTT: Transverse direction - Only minimum steel required. 15102 TOP : 0.400 0.12 / 29 0.400 0.09 / 27 BOTT: 0.400 0.11 / 28 0.400 0.06 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15103 TOP : Longitudinal direction - Only minimum steel required. 15103 BOTT: Longitudinal direction - Only minimum steel required. 15103 TOP : Transverse direction - Only minimum steel required. 15103 BOTT: Transverse direction - Only minimum steel required. 15103 TOP : 0.400 0.09 / 29 0.400 0.11 / 29 BOTT: 0.400 0.08 / 28 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15104 TOP : Longitudinal direction - Only minimum steel required. 15104 BOTT: Longitudinal direction - Only minimum steel required. 15104 TOP : Transverse direction - Only minimum steel required. 15104 BOTT: Transverse direction - Only minimum steel required. 15104 TOP : 0.400 0.07 / 28 0.400 0.10 / 28 BOTT: 0.400 0.05 / 29 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15105 TOP : Longitudinal direction - Only minimum steel required. 15105 BOTT: Longitudinal direction - Only minimum steel required. 15105 TOP : Transverse direction - Only minimum steel required. 15105 BOTT: Transverse direction - Only minimum steel required. 15105 TOP : 0.400 0.08 / 29 0.400 0.10 / 29 BOTT: 0.400 0.08 / 28 0.400 0.11 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
15106 BOTT: Longitudinal direction - Only minimum steel required. 15106 TOP : Transverse direction - Only minimum steel required. 15106 BOTT: Transverse direction - Only minimum steel required. 15106 TOP : 0.400 0.07 / 28 0.400 0.09 / 28 BOTT: 0.400 0.06 / 29 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15107 TOP : Longitudinal direction - Only minimum steel required. 15107 BOTT: Longitudinal direction - Only minimum steel required. 15107 TOP : Transverse direction - Only minimum steel required. 15107 BOTT: Transverse direction - Only minimum steel required. 15107 TOP : 0.400 0.03 / 23 0.400 0.05 / 27 BOTT: 0.400 0.02 / 25 0.400 0.07 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15108 TOP : Longitudinal direction - Only minimum steel required. 15108 BOTT: Longitudinal direction - Only minimum steel required. 15108 TOP : Transverse direction - Only minimum steel required. 15108 BOTT: Transverse direction - Only minimum steel required. 15108 TOP : 0.400 0.01 / 22 0.400 0.06 / 27 BOTT: 0.400 0.01 / 25 0.400 0.07 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15109 TOP : Longitudinal direction - Only minimum steel required. 15109 BOTT: Longitudinal direction - Only minimum steel required. 15109 TOP : Transverse direction - Only minimum steel required. 15109 BOTT: Transverse direction - Only minimum steel required. 15109 TOP : 0.400 0.07 / 28 0.400 0.04 / 27 BOTT: 0.400 0.06 / 29 0.400 0.05 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15110 TOP : Longitudinal direction - Only minimum steel required. 15110 BOTT: Longitudinal direction - Only minimum steel required. 15110 TOP : Transverse direction - Only minimum steel required. 15110 BOTT: Transverse direction - Only minimum steel required. 15110 TOP : 0.400 0.09 / 29 0.400 0.05 / 27 BOTT: 0.400 0.07 / 28 0.400 0.05 / 26
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15111 TOP : Longitudinal direction - Only minimum steel required. 15111 BOTT: Longitudinal direction - Only minimum steel required. 15111 TOP : Transverse direction - Only minimum steel required. 15111 BOTT: Transverse direction - Only minimum steel required. 15111 TOP : 0.400 0.17 / 28 0.400 0.08 / 28 BOTT: 0.400 0.16 / 29 0.400 0.08 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15112 TOP : Longitudinal direction - Only minimum steel required. 15112 BOTT: Longitudinal direction - Only minimum steel required. 15112 TOP : Transverse direction - Only minimum steel required. 15112 BOTT: Transverse direction - Only minimum steel required. 15112 TOP : 0.400 0.20 / 29 0.400 0.09 / 29 BOTT: 0.400 0.17 / 28 0.400 0.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15113 TOP : Longitudinal direction - Only minimum steel required. 15113 BOTT: Longitudinal direction - Only minimum steel required. 15113 TOP : Transverse direction - Only minimum steel required. 15113 BOTT: Transverse direction - Only minimum steel required. 15113 TOP : 0.400 0.30 / 28 0.400 0.07 / 28 BOTT: 0.400 0.33 / 29 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15114 TOP : Longitudinal direction - Only minimum steel required. 15114 BOTT: Longitudinal direction - Only minimum steel required. 15114 TOP : Transverse direction - Only minimum steel required. 15114 BOTT: Transverse direction - Only minimum steel required. 15114 TOP : 0.400 0.33 / 29 0.400 0.08 / 29 BOTT: 0.400 0.32 / 28 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15115 TOP : Longitudinal direction - Only minimum steel required. 15115 BOTT: Longitudinal direction - Only minimum steel required. 15115 TOP : Transverse direction - Only minimum steel required. 15115 BOTT: Transverse direction - Only minimum steel required. 15115 TOP : 0.400 0.30 / 28 0.400 0.02 / 28 BOTT: 0.400 0.41 / 29 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
15116 TOP : Longitudinal direction - Only minimum steel required. 15116 BOTT: Longitudinal direction - Only minimum steel required. 15116 TOP : Transverse direction - Only minimum steel required. 15116 BOTT: Transverse direction - Only minimum steel required. 15116 TOP : 0.400 0.16 / 28 0.400 0.01 / 27 BOTT: 0.400 0.15 / 29 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15117 TOP : Longitudinal direction - Only minimum steel required. 15117 BOTT: Longitudinal direction - Only minimum steel required. 15117 TOP : Transverse direction - Only minimum steel required. 15117 BOTT: Transverse direction - Only minimum steel required. 15117 TOP : 0.400 0.17 / 29 0.400 0.01 / 27 BOTT: 0.400 0.14 / 28 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15118 TOP : Longitudinal direction - Only minimum steel required. 15118 BOTT: Longitudinal direction - Only minimum steel required. 15118 TOP : Transverse direction - Only minimum steel required. 15118 BOTT: Transverse direction - Only minimum steel required. 15118 TOP : 0.400 0.32 / 29 0.400 0.02 / 29 BOTT: 0.400 0.39 / 28 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15119 TOP : Longitudinal direction - Only minimum steel required. 15119 BOTT: Longitudinal direction - Only minimum steel required. 15119 TOP : Transverse direction - Only minimum steel required. 15119 BOTT: Transverse direction - Only minimum steel required. 15119 TOP : 0.400 0.11 / 28 0.400 0.05 / 27 BOTT: 0.400 0.55 / 22 0.400 0.07 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15120 TOP : Longitudinal direction - Only minimum steel required. 15120 BOTT: Longitudinal direction - Only minimum steel required. 15120 TOP : Transverse direction - Only minimum steel required. 15120 BOTT: Transverse direction - Only minimum steel required. 15120 TOP : 0.400 0.23 / 22 0.400 0.08 / 22 BOTT: 0.400 0.06 / 29 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15121 TOP : Longitudinal direction - Only minimum steel required. 15121 BOTT: Longitudinal direction - Only minimum steel required. 15121 TOP : Transverse direction - Only minimum steel required. 15121 BOTT: Transverse direction - Only minimum steel required. 15121 TOP : 0.400 0.27 / 22 0.400 0.08 / 22 BOTT: 0.400 0.05 / 28 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15122 TOP : Longitudinal direction - Only minimum steel required. 15122 BOTT: Longitudinal direction - Only minimum steel required. 15122 TOP : Transverse direction - Only minimum steel required. 15122 BOTT: Transverse direction - Only minimum steel required. 15122 TOP : 0.400 0.12 / 29 0.400 0.05 / 27 BOTT: 0.400 0.49 / 22 0.400 0.06 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15123 TOP : Longitudinal direction - Only minimum steel required. 15123 BOTT: Longitudinal direction - Only minimum steel required. 15123 TOP : Transverse direction - Only minimum steel required. 15123 BOTT: Transverse direction - Only minimum steel required. 15123 TOP : 0.400 0.00 / 29 0.400 0.29 / 22 BOTT: 0.400 0.49 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15124 TOP : Longitudinal direction - Only minimum steel required. 15124 BOTT: Longitudinal direction - Only minimum steel required. 15124 TOP : Transverse direction - Only minimum steel required. 15124 BOTT: Transverse direction - Only minimum steel required. 15124 TOP : 0.400 0.43 / 22 0.400 0.90 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15125 TOP : Longitudinal direction - Only minimum steel required. 15125 BOTT: Longitudinal direction - Only minimum steel required. 15125 TOP : Transverse direction - Only minimum steel required. 15125 BOTT: Transverse direction - Only minimum steel required. 15125 TOP : 0.400 0.46 / 22 0.400 0.93 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15126 TOP : Longitudinal direction - Only minimum steel required. 15126 BOTT: Longitudinal direction - Only minimum steel required. 15126 TOP : Transverse direction - Only minimum steel required. 15126 BOTT: Transverse direction - Only minimum steel required. 15126 TOP : 0.400 0.00 / 22 0.400 0.32 / 22 BOTT: 0.400 0.44 / 22 0.400 0.00 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15134 TOP : Longitudinal direction - Only minimum steel required. 15134 BOTT: Longitudinal direction - Only minimum steel required. 15134 TOP : Transverse direction - Only minimum steel required. 15134 BOTT: Transverse direction - Only minimum steel required. 15134 TOP : 0.400 0.68 / 29 0.400 3.44 / 29 BOTT: 0.400 1.97 / 28 0.400 15.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15135 TOP : Longitudinal direction - Only minimum steel required. 15135 BOTT: Longitudinal direction - Only minimum steel required. 15135 TOP : Transverse direction - Only minimum steel required. 15135 BOTT: Transverse direction - Only minimum steel required. 15135 TOP : 0.400 0.53 / 29 0.400 3.12 / 29 BOTT: 0.400 2.59 / 28 0.400 15.21 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15136 TOP : Longitudinal direction - Only minimum steel required. 15136 BOTT: Longitudinal direction - Only minimum steel required. 15136 TOP : Transverse direction - Only minimum steel required. 15136 BOTT: Transverse direction - Only minimum steel required. 15136 TOP : 0.400 1.69 / 29 0.400 1.48 / 29 BOTT: 0.400 9.88 / 28 0.400 7.79 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15137 TOP : Longitudinal direction - Only minimum steel required. 15137 BOTT: Longitudinal direction - Only minimum steel required. 15137 TOP : Transverse direction - Only minimum steel required. 15137 BOTT: Transverse direction - Only minimum steel required. 15137 TOP : 0.400 0.35 / 29 0.400 2.07 / 29 BOTT: 0.400 2.05 / 28 0.400 12.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15138 TOP : Longitudinal direction - Only minimum steel required. 15138 BOTT: Longitudinal direction - Only minimum steel required. 15138 TOP : Transverse direction - Only minimum steel required. 15138 BOTT: Transverse direction - Only minimum steel required. 15138 TOP : 0.400 0.35 / 29 0.400 2.07 / 29 BOTT: 0.400 2.05 / 28 0.400 12.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15139 TOP : Longitudinal direction - Only minimum steel required. 15139 BOTT: Longitudinal direction - Only minimum steel required. 15139 TOP : Transverse direction - Only minimum steel required. 15139 BOTT: Transverse direction - Only minimum steel required. 15139 TOP : 0.400 1.79 / 29 0.400 1.20 / 29 BOTT: 0.400 11.13 / 28 0.400 5.88 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15140 TOP : Longitudinal direction - Only minimum steel required. 15140 BOTT: Longitudinal direction - Only minimum steel required. 15140 TOP : Transverse direction - Only minimum steel required. 15140 BOTT: Transverse direction - Only minimum steel required. 15140 TOP : 0.400 0.40 / 29 0.400 2.34 / 29 BOTT: 0.400 2.19 / 28 0.400 12.89 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15141 TOP : Longitudinal direction - Only minimum steel required. 15141 BOTT: Longitudinal direction - Only minimum steel required. 15141 TOP : Transverse direction - Only minimum steel required. 15141 BOTT: Transverse direction - Only minimum steel required. 15141 TOP : 0.400 0.40 / 29 0.400 2.34 / 29 BOTT: 0.400 2.19 / 28 0.400 12.89 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15142 TOP : Longitudinal direction - Only minimum steel required. 15142 BOTT: Longitudinal direction - Only minimum steel required. 15142 TOP : Transverse direction - Only minimum steel required. 15142 BOTT: Transverse direction - Only minimum steel required. 15142 TOP : 0.400 2.65 / 29 0.400 1.38 / 29 BOTT: 0.400 11.24 / 28 0.400 4.05 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15143 TOP : Longitudinal direction - Only minimum steel required. 15143 BOTT: Longitudinal direction - Only minimum steel required. 15143 TOP : Transverse direction - Only minimum steel required. 15143 BOTT: Transverse direction - Only minimum steel required. 15143 TOP : 0.400 0.58 / 29 0.400 3.40 / 29 BOTT: 0.400 2.42 / 28 0.400 14.23 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15144 TOP : Longitudinal direction - Only minimum steel required. 15144 BOTT: Longitudinal direction - Only minimum steel required. 15144 TOP : Transverse direction - Only minimum steel required. 15144 BOTT: Transverse direction - Only minimum steel required. 15144 TOP : 0.400 1.32 / 28 0.400 1.23 / 29 BOTT: 0.400 0.00 / 28 0.400 1.50 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15145 TOP : Longitudinal direction - Only minimum steel required. 15145 BOTT: Longitudinal direction - Only minimum steel required. 15145 TOP : Transverse direction - Only minimum steel required. 15145 BOTT: Transverse direction - Only minimum steel required. 15145 TOP : 0.400 0.36 / 29 0.400 1.62 / 29 BOTT: 0.400 2.00 / 28 0.400 3.80 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15146 TOP : Longitudinal direction - Only minimum steel required. 15146 BOTT: Longitudinal direction - Only minimum steel required. 15146 TOP : Transverse direction - Only minimum steel required. 15146 BOTT: Transverse direction - Only minimum steel required. 15146 TOP : 0.400 0.61 / 29 0.400 1.74 / 29 BOTT: 0.400 2.62 / 28 0.400 4.54 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15147 TOP : Longitudinal direction - Only minimum steel required. 15147 BOTT: Longitudinal direction - Only minimum steel required. 15147 TOP : Transverse direction - Only minimum steel required. 15147 BOTT: Transverse direction - Only minimum steel required. 15147 TOP : 0.400 0.95 / 26 0.400 1.40 / 29 BOTT: 0.400 0.00 / 28 0.400 2.61 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15148 TOP : Longitudinal direction - Only minimum steel required. 15148 BOTT: Longitudinal direction - Only minimum steel required. 15148 TOP : Transverse direction - Only minimum steel required. 15148 BOTT: Transverse direction - Only minimum steel required. 15148 TOP : 0.400 1.64 / 28 0.400 1.05 / 29 BOTT: 0.400 0.34 / 29 0.400 0.33 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15149 TOP : Longitudinal direction - Only minimum steel required. 15149 BOTT: Longitudinal direction - Only minimum steel required. 15149 TOP : Transverse direction - Only minimum steel required. 15149 BOTT: Transverse direction - Only minimum steel required. 15149 TOP : 0.400 0.12 / 29 0.400 1.37 / 29 BOTT: 0.400 0.92 / 28 0.400 0.98 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15150 TOP : Longitudinal direction - Only minimum steel required. 15150 BOTT: Longitudinal direction - Only minimum steel required. 15150 TOP : Transverse direction - Only minimum steel required. 15150 BOTT: Transverse direction - Only minimum steel required. 15150 TOP : 0.400 0.49 / 29 0.400 1.82 / 29 BOTT: 0.400 1.63 / 28 0.400 1.57 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15151 TOP : Longitudinal direction - Only minimum steel required. 15151 BOTT: Longitudinal direction - Only minimum steel required. 15151 TOP : Transverse direction - Only minimum steel required. 15151 BOTT: Transverse direction - Only minimum steel required. 15151 TOP : 0.400 0.96 / 29 0.400 2.11 / 29 BOTT: 0.400 0.14 / 28 0.400 1.75 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15152 TOP : Longitudinal direction - Only minimum steel required. 15152 BOTT: Longitudinal direction - Only minimum steel required. 15152 TOP : Transverse direction - Only minimum steel required. 15152 BOTT: Transverse direction - Only minimum steel required. 15152 TOP : 0.400 1.07 / 28 0.400 0.91 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15153 TOP : Longitudinal direction - Only minimum steel required. 15153 BOTT: Longitudinal direction - Only minimum steel required. 15153 TOP : Transverse direction - Only minimum steel required. 15153 BOTT: Transverse direction - Only minimum steel required. 15153 TOP : 0.400 0.03 / 27 0.400 1.26 / 29 BOTT: 0.400 0.27 / 26 0.400 0.71 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15154 TOP : Longitudinal direction - Only minimum steel required. 15154 BOTT: Longitudinal direction - Only minimum steel required. 15154 TOP : Transverse direction - Only minimum steel required. 15154 BOTT: Transverse direction - Only minimum steel required. 15154 TOP : 0.400 0.29 / 29 0.400 1.94 / 29 BOTT: 0.400 0.69 / 28 0.400 1.34 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15155 TOP : Longitudinal direction - Only minimum steel required. 15155 BOTT: Longitudinal direction - Only minimum steel required. 15155 TOP : Transverse direction - Only minimum steel required. 15155 BOTT: Transverse direction - Only minimum steel required. 15155 TOP : 0.400 0.98 / 29 0.400 2.88 / 29 BOTT: 0.400 0.64 / 28 0.400 2.32 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15156 TOP : Longitudinal direction - Only minimum steel required. 15156 BOTT: Longitudinal direction - Only minimum steel required. 15156 TOP : Transverse direction - Only minimum steel required. 15156 BOTT: Transverse direction - Only minimum steel required. 15156 TOP : 0.400 0.52 / 28 0.400 0.82 / 29 BOTT: 0.400 0.51 / 29 0.400 0.68 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15157 TOP : Longitudinal direction - Only minimum steel required. 15157 BOTT: Longitudinal direction - Only minimum steel required. 15157 TOP : Transverse direction - Only minimum steel required. 15157 BOTT: Transverse direction - Only minimum steel required. 15157 TOP : 0.400 0.06 / 27 0.400 1.04 / 29 BOTT: 0.400 0.14 / 26 0.400 0.74 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15158 TOP : Longitudinal direction - Only minimum steel required. 15158 BOTT: Longitudinal direction - Only minimum steel required. 15158 TOP : Transverse direction - Only minimum steel required. 15158 BOTT: Transverse direction - Only minimum steel required. 15158 TOP : 0.400 0.16 / 29 0.400 1.39 / 29 BOTT: 0.400 0.27 / 28 0.400 0.99 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15159 TOP : Longitudinal direction - Only minimum steel required. 15159 BOTT: Longitudinal direction - Only minimum steel required. 15159 TOP : Transverse direction - Only minimum steel required. 15159 BOTT: Transverse direction - Only minimum steel required. 15159 TOP : 0.400 0.55 / 29 0.400 1.72 / 29 BOTT: 0.400 0.47 / 28 0.400 1.34 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15160 TOP : Longitudinal direction - Only minimum steel required. 15160 BOTT: Longitudinal direction - Only minimum steel required. 15160 TOP : Transverse direction - Only minimum steel required. 15160 BOTT: Transverse direction - Only minimum steel required. 15160 TOP : 0.400 0.06 / 28 0.400 0.79 / 29 BOTT: 0.400 0.16 / 29 0.400 0.75 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15161 TOP : Longitudinal direction - Only minimum steel required. 15161 BOTT: Longitudinal direction - Only minimum steel required. 15161 TOP : Transverse direction - Only minimum steel required. 15161 BOTT: Transverse direction - Only minimum steel required. 15161 TOP : 0.400 0.03 / 27 0.400 0.74 / 29 BOTT: 0.400 0.06 / 26 0.400 0.60 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15162 TOP : Longitudinal direction - Only minimum steel required. 15162 BOTT: Longitudinal direction - Only minimum steel required. 15162 TOP : Transverse direction - Only minimum steel required. 15162 BOTT: Transverse direction - Only minimum steel required. 15162 TOP : 0.400 0.10 / 29 0.400 0.66 / 29
BOTT: 0.400 0.11 / 28 0.400 0.45 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15163 TOP : Longitudinal direction - Only minimum steel required. 15163 BOTT: Longitudinal direction - Only minimum steel required. 15163 TOP : Transverse direction - Only minimum steel required. 15163 BOTT: Transverse direction - Only minimum steel required. 15163 TOP : 0.400 0.15 / 26 0.400 0.65 / 29 BOTT: 0.400 0.14 / 27 0.400 0.43 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15164 TOP : Longitudinal direction - Only minimum steel required. 15164 BOTT: Longitudinal direction - Only minimum steel required. 15164 TOP : Transverse direction - Only minimum steel required. 15164 BOTT: Transverse direction - Only minimum steel required. 15164 TOP : 0.400 0.10 / 29 0.400 0.69 / 29 BOTT: 0.400 0.18 / 28 0.400 0.71 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15165 TOP : Longitudinal direction - Only minimum steel required. 15165 BOTT: Longitudinal direction - Only minimum steel required. 15165 TOP : Transverse direction - Only minimum steel required. 15165 BOTT: Transverse direction - Only minimum steel required. 15165 TOP : 0.400 0.09 / 29 0.400 0.43 / 29 BOTT: 0.400 0.10 / 28 0.400 0.41 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15166 TOP : Longitudinal direction - Only minimum steel required. 15166 BOTT: Longitudinal direction - Only minimum steel required. 15166 TOP : Transverse direction - Only minimum steel required. 15166 BOTT: Transverse direction - Only minimum steel required. 15166 TOP : 0.400 0.10 / 29 0.400 0.07 / 26 BOTT: 0.400 0.10 / 28 0.400 0.01 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15167 TOP : Longitudinal direction - Only minimum steel required. 15167 BOTT: Longitudinal direction - Only minimum steel required. 15167 TOP : Transverse direction - Only minimum steel required. 15167 BOTT: Transverse direction - Only minimum steel required. 15167 TOP : 0.400 0.25 / 28 0.400 0.43 / 28 BOTT: 0.400 0.28 / 29 0.400 0.31 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15168 TOP : Longitudinal direction - Only minimum steel required. 15168 BOTT: Longitudinal direction - Only minimum steel required. 15168 TOP : Transverse direction - Only minimum steel required. 15168 BOTT: Transverse direction - Only minimum steel required. 15168 TOP : 0.400 0.17 / 29 0.400 0.69 / 29 BOTT: 0.400 0.18 / 28 0.400 0.69 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15169 TOP : Longitudinal direction - Only minimum steel required. 15169 BOTT: Longitudinal direction - Only minimum steel required. 15169 TOP : Transverse direction - Only minimum steel required. 15169 BOTT: Transverse direction - Only minimum steel required. 15169 TOP : 0.400 0.14 / 29 0.400 0.41 / 29 BOTT: 0.400 0.14 / 28 0.400 0.42 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15170 TOP : Longitudinal direction - Only minimum steel required. 15170 BOTT: Longitudinal direction - Only minimum steel required. 15170 TOP : Transverse direction - Only minimum steel required. 15170 BOTT: Transverse direction - Only minimum steel required. 15170 TOP : 0.400 0.13 / 29 0.400 0.24 / 28 BOTT: 0.400 0.13 / 28 0.400 0.27 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15171 TOP : Longitudinal direction - Only minimum steel required. 15171 BOTT: Longitudinal direction - Only minimum steel required. 15171 TOP : Transverse direction - Only minimum steel required. 15171 BOTT: Transverse direction - Only minimum steel required. 15171 TOP : 0.400 0.50 / 28 0.400 1.28 / 28 BOTT: 0.400 0.53 / 29 0.400 1.29 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15172 TOP : Longitudinal direction - Only minimum steel required. 15172 BOTT: Longitudinal direction - Only minimum steel required. 15172 TOP : Transverse direction - Only minimum steel required.
15172 TOP : 0.400 0.11 / 29 0.400 0.70 / 29 BOTT: 0.400 0.08 / 28 0.400 0.69 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15173 TOP : Longitudinal direction - Only minimum steel required. 15173 BOTT: Longitudinal direction - Only minimum steel required. 15173 TOP : Transverse direction - Only minimum steel required. 15173 BOTT: Transverse direction - Only minimum steel required. 15173 TOP : 0.400 0.09 / 29 0.400 0.55 / 29 BOTT: 0.400 0.07 / 28 0.400 0.58 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15174 TOP : Longitudinal direction - Only minimum steel required. 15174 BOTT: Longitudinal direction - Only minimum steel required. 15174 TOP : Transverse direction - Only minimum steel required. 15174 BOTT: Transverse direction - Only minimum steel required. 15174 TOP : 0.400 0.06 / 29 0.400 0.14 / 29 BOTT: 0.400 0.05 / 28 0.400 0.25 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15175 TOP : Longitudinal direction - Only minimum steel required. 15175 BOTT: Longitudinal direction - Only minimum steel required. 15175 TOP : Transverse direction - Only minimum steel required. 15175 BOTT: Transverse direction - Only minimum steel required. 15175 TOP : 0.400 0.25 / 28 0.400 0.29 / 28 BOTT: 0.400 0.33 / 29 0.400 0.55 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15176 TOP : Longitudinal direction - Only minimum steel required. 15176 BOTT: Longitudinal direction - Only minimum steel required. 15176 TOP : Transverse direction - Only minimum steel required. 15176 BOTT: Transverse direction - Only minimum steel required. 15176 TOP : 0.400 0.07 / 28 0.400 0.67 / 29 BOTT: 0.400 0.03 / 29 0.400 0.70 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15177 TOP : Longitudinal direction - Only minimum steel required. 15177 BOTT: Longitudinal direction - Only minimum steel required. 15177 TOP : Transverse direction - Only minimum steel required. 15177 BOTT: Transverse direction - Only minimum steel required. 15177 TOP : 0.400 0.05 / 28 0.400 0.75 / 29 BOTT: 0.400 0.02 / 29 0.400 0.80 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15178 TOP : Longitudinal direction - Only minimum steel required. 15178 BOTT: Longitudinal direction - Only minimum steel required. 15178 TOP : Transverse direction - Only minimum steel required. 15178 BOTT: Transverse direction - Only minimum steel required. 15178 TOP : 0.400 0.05 / 28 0.400 1.04 / 29 BOTT: 0.400 0.03 / 29 0.400 1.16 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15179 TOP : Longitudinal direction - Only minimum steel required. 15179 BOTT: Longitudinal direction - Only minimum steel required. 15179 TOP : Transverse direction - Only minimum steel required. 15179 BOTT: Transverse direction - Only minimum steel required. 15179 TOP : 0.400 0.19 / 29 0.400 1.58 / 29 BOTT: 0.400 0.26 / 28 0.400 1.82 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15180 TOP : Longitudinal direction - Only minimum steel required. 15180 BOTT: Longitudinal direction - Only minimum steel required. 15180 TOP : Transverse direction - Only minimum steel required. 15180 BOTT: Transverse direction - Only minimum steel required. 15180 TOP : 0.400 0.11 / 28 0.400 0.70 / 29 BOTT: 0.400 0.10 / 29 0.400 0.72 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15181 TOP : Longitudinal direction - Only minimum steel required. 15181 BOTT: Longitudinal direction - Only minimum steel required. 15181 TOP : Transverse direction - Only minimum steel required. 15181 BOTT: Transverse direction - Only minimum steel required. 15181 TOP : 0.400 0.11 / 28 0.400 0.95 / 29 BOTT: 0.400 0.08 / 29 0.400 0.97 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15182 TOP : Longitudinal direction - Only minimum steel required. 15182 BOTT: Longitudinal direction - Only minimum steel required. 15182 TOP : Transverse direction - Only minimum steel required.
15182 BOTT: Transverse direction - Only minimum steel required. 15182 TOP : 0.400 0.07 / 28 0.400 1.54 / 29 BOTT: 0.400 0.06 / 29 0.400 1.57 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15183 TOP : Longitudinal direction - Only minimum steel required. 15183 BOTT: Longitudinal direction - Only minimum steel required. 15183 TOP : Transverse direction - Only minimum steel required. 15183 BOTT: Transverse direction - Only minimum steel required. 15183 TOP : 0.400 0.44 / 29 0.400 2.39 / 29 BOTT: 0.400 0.47 / 28 0.400 2.39 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15184 TOP : Longitudinal direction - Only minimum steel required. 15184 BOTT: Longitudinal direction - Only minimum steel required. 15184 TOP : Transverse direction - Only minimum steel required. 15184 BOTT: Transverse direction - Only minimum steel required. 15184 TOP : 0.400 0.04 / 28 0.400 0.65 / 29 BOTT: 0.400 0.05 / 29 0.400 0.65 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15185 TOP : Longitudinal direction - Only minimum steel required. 15185 BOTT: Longitudinal direction - Only minimum steel required. 15185 TOP : Transverse direction - Only minimum steel required. 15185 BOTT: Transverse direction - Only minimum steel required. 15185 TOP : 0.400 0.07 / 28 0.400 0.83 / 29 BOTT: 0.400 0.05 / 29 0.400 0.83 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15186 TOP : Longitudinal direction - Only minimum steel required. 15186 BOTT: Longitudinal direction - Only minimum steel required. 15186 TOP : Transverse direction - Only minimum steel required. 15186 BOTT: Transverse direction - Only minimum steel required. 15186 TOP : 0.400 0.04 / 28 0.400 1.14 / 29 BOTT: 0.400 0.04 / 29 0.400 1.13 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15187 TOP : Longitudinal direction - Only minimum steel required. 15187 BOTT: Longitudinal direction - Only minimum steel required. 15187 TOP : Transverse direction - Only minimum steel required. 15187 BOTT: Transverse direction - Only minimum steel required. 15187 TOP : 0.400 0.24 / 29 0.400 1.42 / 29 BOTT: 0.400 0.27 / 28 0.400 1.42 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15188 TOP : Longitudinal direction - Only minimum steel required. 15188 BOTT: Longitudinal direction - Only minimum steel required. 15188 TOP : Transverse direction - Only minimum steel required. 15188 BOTT: Transverse direction - Only minimum steel required. 15188 TOP : 0.400 0.12 / 29 0.400 0.61 / 29 BOTT: 0.400 0.10 / 28 0.400 0.60 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15189 TOP : Longitudinal direction - Only minimum steel required. 15189 BOTT: Longitudinal direction - Only minimum steel required. 15189 TOP : Transverse direction - Only minimum steel required. 15189 BOTT: Transverse direction - Only minimum steel required. 15189 TOP : 0.400 0.06 / 29 0.400 0.59 / 29 BOTT: 0.400 0.05 / 28 0.400 0.57 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15190 TOP : Longitudinal direction - Only minimum steel required. 15190 BOTT: Longitudinal direction - Only minimum steel required. 15190 TOP : Transverse direction - Only minimum steel required. 15190 BOTT: Transverse direction - Only minimum steel required. 15190 TOP : 0.400 0.00 / 29 0.400 0.57 / 29 BOTT: 0.400 0.00 / 28 0.400 0.54 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15191 TOP : Longitudinal direction - Only minimum steel required. 15191 BOTT: Longitudinal direction - Only minimum steel required. 15191 TOP : Transverse direction - Only minimum steel required. 15191 BOTT: Transverse direction - Only minimum steel required. 15191 TOP : 0.400 0.07 / 28 0.400 0.55 / 29 BOTT: 0.400 0.06 / 29 0.400 0.51 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15192 TOP : Longitudinal direction - Only minimum steel required.
15192 TOP : Transverse direction - Only minimum steel required. 15192 BOTT: Transverse direction - Only minimum steel required. 15192 TOP : 0.400 0.29 / 29 0.400 0.56 / 29 BOTT: 0.400 0.27 / 28 0.400 0.54 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15193 TOP : Longitudinal direction - Only minimum steel required. 15193 BOTT: Longitudinal direction - Only minimum steel required. 15193 TOP : Transverse direction - Only minimum steel required. 15193 BOTT: Transverse direction - Only minimum steel required. 15193 TOP : 0.400 0.16 / 29 0.400 0.34 / 29 BOTT: 0.400 0.16 / 28 0.400 0.32 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15194 TOP : Longitudinal direction - Only minimum steel required. 15194 BOTT: Longitudinal direction - Only minimum steel required. 15194 TOP : Transverse direction - Only minimum steel required. 15194 BOTT: Transverse direction - Only minimum steel required. 15194 TOP : 0.400 0.05 / 29 0.400 0.07 / 28 BOTT: 0.400 0.05 / 28 0.400 0.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15195 TOP : Longitudinal direction - Only minimum steel required. 15195 BOTT: Longitudinal direction - Only minimum steel required. 15195 TOP : Transverse direction - Only minimum steel required. 15195 BOTT: Transverse direction - Only minimum steel required. 15195 TOP : 0.400 0.41 / 28 0.400 0.43 / 28 BOTT: 0.400 0.39 / 29 0.400 0.34 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15196 TOP : Longitudinal direction - Only minimum steel required. 15196 BOTT: Longitudinal direction - Only minimum steel required. 15196 TOP : Transverse direction - Only minimum steel required. 15196 BOTT: Transverse direction - Only minimum steel required. 15196 TOP : 0.400 0.33 / 29 0.400 0.52 / 29 BOTT: 0.400 0.32 / 28 0.400 0.50 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15197 TOP : Longitudinal direction - Only minimum steel required. 15197 BOTT: Longitudinal direction - Only minimum steel required. 15197 TOP : Transverse direction - Only minimum steel required. 15197 BOTT: Transverse direction - Only minimum steel required. 15197 TOP : 0.400 0.20 / 29 0.400 0.23 / 29 BOTT: 0.400 0.19 / 28 0.400 0.22 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15198 TOP : Longitudinal direction - Only minimum steel required. 15198 BOTT: Longitudinal direction - Only minimum steel required. 15198 TOP : Transverse direction - Only minimum steel required. 15198 BOTT: Transverse direction - Only minimum steel required. 15198 TOP : 0.400 0.08 / 29 0.400 0.43 / 28 BOTT: 0.400 0.07 / 28 0.400 0.41 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15199 TOP : Longitudinal direction - Only minimum steel required. 15199 BOTT: Longitudinal direction - Only minimum steel required. 15199 TOP : Transverse direction - Only minimum steel required. 15199 BOTT: Transverse direction - Only minimum steel required. 15199 TOP : 0.400 0.63 / 28 0.400 1.44 / 28 BOTT: 0.400 0.62 / 29 0.400 1.34 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15200 TOP : Longitudinal direction - Only minimum steel required. 15200 BOTT: Longitudinal direction - Only minimum steel required. 15200 TOP : Transverse direction - Only minimum steel required. 15200 BOTT: Transverse direction - Only minimum steel required. 15200 TOP : 0.400 0.22 / 29 0.400 0.43 / 29 BOTT: 0.400 0.24 / 28 0.400 0.49 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15201 TOP : Longitudinal direction - Only minimum steel required. 15201 BOTT: Longitudinal direction - Only minimum steel required. 15201 TOP : Transverse direction - Only minimum steel required. 15201 BOTT: Transverse direction - Only minimum steel required. 15201 TOP : 0.400 0.14 / 29 0.400 0.29 / 29 BOTT: 0.400 0.11 / 28 0.400 0.32 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
15202 BOTT: Longitudinal direction - Only minimum steel required. 15202 TOP : Transverse direction - Only minimum steel required. 15202 BOTT: Transverse direction - Only minimum steel required. 15202 TOP : 0.400 0.03 / 29 0.400 0.06 / 28 BOTT: 0.400 0.01 / 28 0.400 0.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15203 TOP : Longitudinal direction - Only minimum steel required. 15203 BOTT: Longitudinal direction - Only minimum steel required. 15203 TOP : Transverse direction - Only minimum steel required. 15203 BOTT: Transverse direction - Only minimum steel required. 15203 TOP : 0.400 0.35 / 28 0.400 0.61 / 28 BOTT: 0.400 0.39 / 29 0.400 0.78 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15204 TOP : Longitudinal direction - Only minimum steel required. 15204 BOTT: Longitudinal direction - Only minimum steel required. 15204 TOP : Transverse direction - Only minimum steel required. 15204 BOTT: Transverse direction - Only minimum steel required. 15204 TOP : 0.400 0.05 / 29 0.400 0.45 / 29 BOTT: 0.400 0.06 / 28 0.400 0.52 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15205 TOP : Longitudinal direction - Only minimum steel required. 15205 BOTT: Longitudinal direction - Only minimum steel required. 15205 TOP : Transverse direction - Only minimum steel required. 15205 BOTT: Transverse direction - Only minimum steel required. 15205 TOP : 0.400 0.02 / 26 0.400 0.55 / 29 BOTT: 0.400 0.00 / 27 0.400 0.61 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15206 TOP : Longitudinal direction - Only minimum steel required. 15206 BOTT: Longitudinal direction - Only minimum steel required. 15206 TOP : Transverse direction - Only minimum steel required. 15206 BOTT: Transverse direction - Only minimum steel required. 15206 TOP : 0.400 0.06 / 28 0.400 0.79 / 29 BOTT: 0.400 0.05 / 29 0.400 0.88 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15207 TOP : Longitudinal direction - Only minimum steel required. 15207 BOTT: Longitudinal direction - Only minimum steel required. 15207 TOP : Transverse direction - Only minimum steel required. 15207 BOTT: Transverse direction - Only minimum steel required. 15207 TOP : 0.400 0.12 / 29 0.400 1.23 / 29 BOTT: 0.400 0.17 / 28 0.400 1.41 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15208 TOP : Longitudinal direction - Only minimum steel required. 15208 BOTT: Longitudinal direction - Only minimum steel required. 15208 TOP : Transverse direction - Only minimum steel required. 15208 BOTT: Transverse direction - Only minimum steel required. 15208 TOP : 0.400 0.10 / 28 0.400 0.51 / 29 BOTT: 0.400 0.08 / 29 0.400 0.49 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15209 TOP : Longitudinal direction - Only minimum steel required. 15209 BOTT: Longitudinal direction - Only minimum steel required. 15209 TOP : Transverse direction - Only minimum steel required. 15209 BOTT: Transverse direction - Only minimum steel required. 15209 TOP : 0.400 0.09 / 28 0.400 0.72 / 29 BOTT: 0.400 0.09 / 29 0.400 0.72 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15210 TOP : Longitudinal direction - Only minimum steel required. 15210 BOTT: Longitudinal direction - Only minimum steel required. 15210 TOP : Transverse direction - Only minimum steel required. 15210 BOTT: Transverse direction - Only minimum steel required. 15210 TOP : 0.400 0.11 / 28 0.400 1.30 / 29 BOTT: 0.400 0.11 / 29 0.400 1.30 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15211 TOP : Longitudinal direction - Only minimum steel required. 15211 BOTT: Longitudinal direction - Only minimum steel required. 15211 TOP : Transverse direction - Only minimum steel required. 15211 BOTT: Transverse direction - Only minimum steel required. 15211 TOP : 0.400 0.42 / 29 0.400 2.23 / 29 BOTT: 0.400 0.42 / 28 0.400 2.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
15212 TOP : Longitudinal direction - Only minimum steel required. 15212 BOTT: Longitudinal direction - Only minimum steel required. 15212 TOP : Transverse direction - Only minimum steel required. 15212 BOTT: Transverse direction - Only minimum steel required. 15212 TOP : 0.400 0.10 / 28 0.400 0.47 / 29 BOTT: 0.400 0.08 / 29 0.400 0.45 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15213 TOP : Longitudinal direction - Only minimum steel required. 15213 BOTT: Longitudinal direction - Only minimum steel required. 15213 TOP : Transverse direction - Only minimum steel required. 15213 BOTT: Transverse direction - Only minimum steel required. 15213 TOP : 0.400 0.08 / 28 0.400 0.68 / 29 BOTT: 0.400 0.07 / 29 0.400 0.66 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15214 TOP : Longitudinal direction - Only minimum steel required. 15214 BOTT: Longitudinal direction - Only minimum steel required. 15214 TOP : Transverse direction - Only minimum steel required. 15214 BOTT: Transverse direction - Only minimum steel required. 15214 TOP : 0.400 0.08 / 28 0.400 1.05 / 29 BOTT: 0.400 0.08 / 29 0.400 1.01 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15215 TOP : Longitudinal direction - Only minimum steel required. 15215 BOTT: Longitudinal direction - Only minimum steel required. 15215 TOP : Transverse direction - Only minimum steel required. 15215 BOTT: Transverse direction - Only minimum steel required. 15215 TOP : 0.400 0.30 / 29 0.400 1.42 / 29 BOTT: 0.400 0.29 / 28 0.400 1.36 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15216 TOP : Longitudinal direction - Only minimum steel required. 15216 BOTT: Longitudinal direction - Only minimum steel required. 15216 TOP : Transverse direction - Only minimum steel required. 15216 BOTT: Transverse direction - Only minimum steel required. 15216 TOP : 0.400 0.04 / 29 0.400 0.42 / 29 BOTT: 0.400 0.03 / 28 0.400 0.41 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15217 TOP : Longitudinal direction - Only minimum steel required. 15217 BOTT: Longitudinal direction - Only minimum steel required. 15217 TOP : Transverse direction - Only minimum steel required. 15217 BOTT: Transverse direction - Only minimum steel required. 15217 TOP : 0.400 0.01 / 29 0.400 0.48 / 29 BOTT: 0.400 0.00 / 28 0.400 0.45 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15218 TOP : Longitudinal direction - Only minimum steel required. 15218 BOTT: Longitudinal direction - Only minimum steel required. 15218 TOP : Transverse direction - Only minimum steel required. 15218 BOTT: Transverse direction - Only minimum steel required. 15218 TOP : 0.400 0.03 / 28 0.400 0.54 / 29 BOTT: 0.400 0.02 / 29 0.400 0.51 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15219 TOP : Longitudinal direction - Only minimum steel required. 15219 BOTT: Longitudinal direction - Only minimum steel required. 15219 TOP : Transverse direction - Only minimum steel required. 15219 BOTT: Transverse direction - Only minimum steel required. 15219 TOP : 0.400 0.05 / 29 0.400 0.59 / 29 BOTT: 0.400 0.03 / 28 0.400 0.55 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15220 TOP : Longitudinal direction - Only minimum steel required. 15220 BOTT: Longitudinal direction - Only minimum steel required. 15220 TOP : Transverse direction - Only minimum steel required. 15220 BOTT: Transverse direction - Only minimum steel required. 15220 TOP : 0.400 0.20 / 29 0.400 0.41 / 29 BOTT: 0.400 0.20 / 28 0.400 0.37 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15221 TOP : Longitudinal direction - Only minimum steel required. 15221 BOTT: Longitudinal direction - Only minimum steel required. 15221 TOP : Transverse direction - Only minimum steel required. 15221 BOTT: Transverse direction - Only minimum steel required. 15221 TOP : 0.400 0.11 / 29 0.400 0.25 / 29 BOTT: 0.400 0.09 / 28 0.400 0.21 / 28
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15222 TOP : Longitudinal direction - Only minimum steel required. 15222 BOTT: Longitudinal direction - Only minimum steel required. 15222 TOP : Transverse direction - Only minimum steel required. 15222 BOTT: Transverse direction - Only minimum steel required. 15222 TOP : 0.400 0.01 / 28 0.400 0.04 / 26 BOTT: 0.400 0.00 / 28 0.400 0.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15223 TOP : Longitudinal direction - Only minimum steel required. 15223 BOTT: Longitudinal direction - Only minimum steel required. 15223 TOP : Transverse direction - Only minimum steel required. 15223 BOTT: Transverse direction - Only minimum steel required. 15223 TOP : 0.400 0.21 / 28 0.400 0.22 / 28 BOTT: 0.400 0.21 / 29 0.400 0.17 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15224 TOP : Longitudinal direction - Only minimum steel required. 15224 BOTT: Longitudinal direction - Only minimum steel required. 15224 TOP : Transverse direction - Only minimum steel required. 15224 BOTT: Transverse direction - Only minimum steel required. 15224 TOP : 0.400 0.26 / 29 0.400 0.32 / 29 BOTT: 0.400 0.28 / 28 0.400 0.31 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15225 TOP : Longitudinal direction - Only minimum steel required. 15225 BOTT: Longitudinal direction - Only minimum steel required. 15225 TOP : Transverse direction - Only minimum steel required. 15225 BOTT: Transverse direction - Only minimum steel required. 15225 TOP : 0.400 0.16 / 29 0.400 0.03 / 29 BOTT: 0.400 0.14 / 28 0.400 0.04 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15226 TOP : Longitudinal direction - Only minimum steel required. 15226 BOTT: Longitudinal direction - Only minimum steel required. 15226 TOP : Transverse direction - Only minimum steel required. 15226 BOTT: Transverse direction - Only minimum steel required. 15226 TOP : 0.400 0.05 / 29 0.400 0.44 / 28 BOTT: 0.400 0.04 / 28 0.400 0.45 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15227 TOP : Longitudinal direction - Only minimum steel required. 15227 BOTT: Longitudinal direction - Only minimum steel required. 15227 TOP : Transverse direction - Only minimum steel required. 15227 BOTT: Transverse direction - Only minimum steel required. 15227 TOP : 0.400 0.42 / 28 0.400 0.96 / 28 BOTT: 0.400 0.44 / 29 0.400 0.92 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15228 TOP : Longitudinal direction - Only minimum steel required. 15228 BOTT: Longitudinal direction - Only minimum steel required. 15228 TOP : Transverse direction - Only minimum steel required. 15228 BOTT: Transverse direction - Only minimum steel required. 15228 TOP : 0.400 0.24 / 29 0.400 0.18 / 29 BOTT: 0.400 0.25 / 28 0.400 0.29 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15229 TOP : Longitudinal direction - Only minimum steel required. 15229 BOTT: Longitudinal direction - Only minimum steel required. 15229 TOP : Transverse direction - Only minimum steel required. 15229 BOTT: Transverse direction - Only minimum steel required. 15229 TOP : 0.400 0.17 / 29 0.400 0.00 / 25 BOTT: 0.400 0.15 / 28 0.400 0.06 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15230 TOP : Longitudinal direction - Only minimum steel required. 15230 BOTT: Longitudinal direction - Only minimum steel required. 15230 TOP : Transverse direction - Only minimum steel required. 15230 BOTT: Transverse direction - Only minimum steel required. 15230 TOP : 0.400 0.09 / 29 0.400 0.53 / 28 BOTT: 0.400 0.08 / 28 0.400 0.58 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15231 TOP : Longitudinal direction - Only minimum steel required. 15231 BOTT: Longitudinal direction - Only minimum steel required. 15231 TOP : Transverse direction - Only minimum steel required. 15231 BOTT: Transverse direction - Only minimum steel required. 15231 TOP : 0.400 0.56 / 28 0.400 1.53 / 28 BOTT: 0.400 0.57 / 29 0.400 1.59 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15232 TOP : Longitudinal direction - Only minimum steel required. 15232 BOTT: Longitudinal direction - Only minimum steel required. 15232 TOP : Transverse direction - Only minimum steel required. 15232 BOTT: Transverse direction - Only minimum steel required. 15232 TOP : 0.400 0.15 / 29 0.400 0.22 / 29 BOTT: 0.400 0.14 / 28 0.400 0.29 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15233 TOP : Longitudinal direction - Only minimum steel required. 15233 BOTT: Longitudinal direction - Only minimum steel required. 15233 TOP : Transverse direction - Only minimum steel required. 15233 BOTT: Transverse direction - Only minimum steel required. 15233 TOP : 0.400 0.10 / 29 0.400 0.12 / 29 BOTT: 0.400 0.09 / 28 0.400 0.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15234 TOP : Longitudinal direction - Only minimum steel required. 15234 BOTT: Longitudinal direction - Only minimum steel required. 15234 TOP : Transverse direction - Only minimum steel required. 15234 BOTT: Transverse direction - Only minimum steel required. 15234 TOP : 0.400 0.02 / 29 0.400 0.14 / 28 BOTT: 0.400 0.01 / 28 0.400 0.21 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15235 TOP : Longitudinal direction - Only minimum steel required. 15235 BOTT: Longitudinal direction - Only minimum steel required. 15235 TOP : Transverse direction - Only minimum steel required. 15235 BOTT: Transverse direction - Only minimum steel required. 15235 TOP : 0.400 0.31 / 28 0.400 0.67 / 28 BOTT: 0.400 0.34 / 29 0.400 0.80 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15236 TOP : Longitudinal direction - Only minimum steel required. 15236 BOTT: Longitudinal direction - Only minimum steel required. 15236 TOP : Transverse direction - Only minimum steel required. 15236 BOTT: Transverse direction - Only minimum steel required. 15236 TOP : 0.400 0.02 / 26 0.400 0.33 / 29 BOTT: 0.400 0.00 / 29 0.400 0.30 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15237 TOP : Longitudinal direction - Only minimum steel required. 15237 BOTT: Longitudinal direction - Only minimum steel required. 15237 TOP : Transverse direction - Only minimum steel required. 15237 BOTT: Transverse direction - Only minimum steel required. 15237 TOP : 0.400 0.03 / 28 0.400 0.37 / 29 BOTT: 0.400 0.02 / 29 0.400 0.37 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15238 TOP : Longitudinal direction - Only minimum steel required. 15238 BOTT: Longitudinal direction - Only minimum steel required. 15238 TOP : Transverse direction - Only minimum steel required. 15238 BOTT: Transverse direction - Only minimum steel required. 15238 TOP : 0.400 0.07 / 28 0.400 0.61 / 29 BOTT: 0.400 0.06 / 29 0.400 0.64 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15239 TOP : Longitudinal direction - Only minimum steel required. 15239 BOTT: Longitudinal direction - Only minimum steel required. 15239 TOP : Transverse direction - Only minimum steel required. 15239 BOTT: Transverse direction - Only minimum steel required. 15239 TOP : 0.400 0.13 / 29 0.400 1.12 / 29 BOTT: 0.400 0.15 / 28 0.400 1.17 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15240 TOP : Longitudinal direction - Only minimum steel required. 15240 BOTT: Longitudinal direction - Only minimum steel required. 15240 TOP : Transverse direction - Only minimum steel required. 15240 BOTT: Transverse direction - Only minimum steel required. 15240 TOP : 0.400 0.11 / 28 0.400 0.32 / 29 BOTT: 0.400 0.09 / 29 0.400 0.30 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15241 TOP : Longitudinal direction - Only minimum steel required. 15241 BOTT: Longitudinal direction - Only minimum steel required. 15241 TOP : Transverse direction - Only minimum steel required. 15241 BOTT: Transverse direction - Only minimum steel required. 15241 TOP : 0.400 0.10 / 28 0.400 0.51 / 29 BOTT: 0.400 0.09 / 29 0.400 0.49 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15242 TOP : Longitudinal direction - Only minimum steel required. 15242 BOTT: Longitudinal direction - Only minimum steel required. 15242 TOP : Transverse direction - Only minimum steel required. 15242 BOTT: Transverse direction - Only minimum steel required. 15242 TOP : 0.400 0.11 / 28 0.400 1.03 / 29 BOTT: 0.400 0.11 / 29 0.400 1.01 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15243 TOP : Longitudinal direction - Only minimum steel required. 15243 BOTT: Longitudinal direction - Only minimum steel required. 15243 TOP : Transverse direction - Only minimum steel required. 15243 BOTT: Transverse direction - Only minimum steel required. 15243 TOP : 0.400 0.39 / 29 0.400 1.88 / 29 BOTT: 0.400 0.38 / 28 0.400 1.83 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15244 TOP : Longitudinal direction - Only minimum steel required. 15244 BOTT: Longitudinal direction - Only minimum steel required. 15244 TOP : Transverse direction - Only minimum steel required. 15244 BOTT: Transverse direction - Only minimum steel required. 15244 TOP : 0.400 0.10 / 28 0.400 0.32 / 29 BOTT: 0.400 0.10 / 29 0.400 0.30 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15245 TOP : Longitudinal direction - Only minimum steel required. 15245 BOTT: Longitudinal direction - Only minimum steel required. 15245 TOP : Transverse direction - Only minimum steel required. 15245 BOTT: Transverse direction - Only minimum steel required. 15245 TOP : 0.400 0.09 / 28 0.400 0.54 / 29 BOTT: 0.400 0.08 / 29 0.400 0.50 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15246 TOP : Longitudinal direction - Only minimum steel required. 15246 BOTT: Longitudinal direction - Only minimum steel required. 15246 TOP : Transverse direction - Only minimum steel required. 15246 BOTT: Transverse direction - Only minimum steel required. 15246 TOP : 0.400 0.08 / 28 0.400 0.91 / 29 BOTT: 0.400 0.07 / 29 0.400 0.86 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15247 TOP : Longitudinal direction - Only minimum steel required. 15247 BOTT: Longitudinal direction - Only minimum steel required. 15247 TOP : Transverse direction - Only minimum steel required. 15247 BOTT: Transverse direction - Only minimum steel required. 15247 TOP : 0.400 0.30 / 29 0.400 1.28 / 29 BOTT: 0.400 0.30 / 28 0.400 1.21 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15248 TOP : Longitudinal direction - Only minimum steel required. 15248 BOTT: Longitudinal direction - Only minimum steel required. 15248 TOP : Transverse direction - Only minimum steel required. 15248 BOTT: Transverse direction - Only minimum steel required. 15248 TOP : 0.400 0.03 / 28 0.400 0.24 / 29 BOTT: 0.400 0.04 / 29 0.400 0.25 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15249 TOP : Longitudinal direction - Only minimum steel required. 15249 BOTT: Longitudinal direction - Only minimum steel required. 15249 TOP : Transverse direction - Only minimum steel required. 15249 BOTT: Transverse direction - Only minimum steel required. 15249 TOP : 0.400 0.04 / 28 0.400 0.35 / 29 BOTT: 0.400 0.04 / 29 0.400 0.34 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15250 TOP : Longitudinal direction - Only minimum steel required. 15250 BOTT: Longitudinal direction - Only minimum steel required. 15250 TOP : Transverse direction - Only minimum steel required. 15250 BOTT: Transverse direction - Only minimum steel required. 15250 TOP : 0.400 0.03 / 28 0.400 0.53 / 29 BOTT: 0.400 0.02 / 29 0.400 0.51 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15251 TOP : Longitudinal direction - Only minimum steel required. 15251 BOTT: Longitudinal direction - Only minimum steel required. 15251 TOP : Transverse direction - Only minimum steel required. 15251 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 0.12 / 28 0.400 0.65 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15252 TOP : Longitudinal direction - Only minimum steel required. 15252 BOTT: Longitudinal direction - Only minimum steel required. 15252 TOP : Transverse direction - Only minimum steel required. 15252 BOTT: Transverse direction - Only minimum steel required. 15252 TOP : 0.400 0.10 / 29 0.400 0.24 / 29 BOTT: 0.400 0.08 / 28 0.400 0.21 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15253 TOP : Longitudinal direction - Only minimum steel required. 15253 BOTT: Longitudinal direction - Only minimum steel required. 15253 TOP : Transverse direction - Only minimum steel required. 15253 BOTT: Transverse direction - Only minimum steel required. 15253 TOP : 0.400 0.04 / 29 0.400 0.18 / 29 BOTT: 0.400 0.04 / 28 0.400 0.16 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15254 TOP : Longitudinal direction - Only minimum steel required. 15254 BOTT: Longitudinal direction - Only minimum steel required. 15254 TOP : Transverse direction - Only minimum steel required. 15254 BOTT: Transverse direction - Only minimum steel required. 15254 TOP : 0.400 0.00 / 28 0.400 0.11 / 29 BOTT: 0.400 0.01 / 29 0.400 0.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15255 TOP : Longitudinal direction - Only minimum steel required. 15255 BOTT: Longitudinal direction - Only minimum steel required. 15255 TOP : Transverse direction - Only minimum steel required. 15255 BOTT: Transverse direction - Only minimum steel required. 15255 TOP : 0.400 0.11 / 28 0.400 0.06 / 29 BOTT: 0.400 0.11 / 29 0.400 0.03 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15256 TOP : Longitudinal direction - Only minimum steel required. 15256 BOTT: Longitudinal direction - Only minimum steel required. 15256 TOP : Transverse direction - Only minimum steel required. 15256 BOTT: Transverse direction - Only minimum steel required. 15256 TOP : 0.400 0.20 / 29 0.400 0.21 / 29 BOTT: 0.400 0.19 / 28 0.400 0.16 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15257 TOP : Longitudinal direction - Only minimum steel required. 15257 BOTT: Longitudinal direction - Only minimum steel required. 15257 TOP : Transverse direction - Only minimum steel required. 15257 BOTT: Transverse direction - Only minimum steel required. 15257 TOP : 0.400 0.12 / 29 0.400 0.01 / 28 BOTT: 0.400 0.11 / 28 0.400 0.00 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15258 TOP : Longitudinal direction - Only minimum steel required. 15258 BOTT: Longitudinal direction - Only minimum steel required. 15258 TOP : Transverse direction - Only minimum steel required. 15258 BOTT: Transverse direction - Only minimum steel required. 15258 TOP : 0.400 0.04 / 29 0.400 0.34 / 28 BOTT: 0.400 0.03 / 28 0.400 0.33 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15259 TOP : Longitudinal direction - Only minimum steel required. 15259 BOTT: Longitudinal direction - Only minimum steel required. 15259 TOP : Transverse direction - Only minimum steel required. 15259 BOTT: Transverse direction - Only minimum steel required. 15259 TOP : 0.400 0.35 / 28 0.400 0.67 / 28 BOTT: 0.400 0.35 / 29 0.400 0.63 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15260 TOP : Longitudinal direction - Only minimum steel required. 15260 BOTT: Longitudinal direction - Only minimum steel required. 15260 TOP : Transverse direction - Only minimum steel required. 15260 BOTT: Transverse direction - Only minimum steel required. 15260 TOP : 0.400 0.21 / 29 0.400 0.05 / 29 BOTT: 0.400 0.21 / 28 0.400 0.13 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15261 TOP : Longitudinal direction - Only minimum steel required. 15261 BOTT: Longitudinal direction - Only minimum steel required. 15261 TOP : Transverse direction - Only minimum steel required.
15261 TOP : 0.400 0.15 / 29 0.400 0.07 / 28 BOTT: 0.400 0.14 / 28 0.400 0.13 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15262 TOP : Longitudinal direction - Only minimum steel required. 15262 BOTT: Longitudinal direction - Only minimum steel required. 15262 TOP : Transverse direction - Only minimum steel required. 15262 BOTT: Transverse direction - Only minimum steel required. 15262 TOP : 0.400 0.06 / 29 0.400 0.57 / 28 BOTT: 0.400 0.05 / 28 0.400 0.61 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15263 TOP : Longitudinal direction - Only minimum steel required. 15263 BOTT: Longitudinal direction - Only minimum steel required. 15263 TOP : Transverse direction - Only minimum steel required. 15263 BOTT: Transverse direction - Only minimum steel required. 15263 TOP : 0.400 0.50 / 28 0.400 1.36 / 28 BOTT: 0.400 0.51 / 29 0.400 1.40 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15264 TOP : Longitudinal direction - Only minimum steel required. 15264 BOTT: Longitudinal direction - Only minimum steel required. 15264 TOP : Transverse direction - Only minimum steel required. 15264 BOTT: Transverse direction - Only minimum steel required. 15264 TOP : 0.400 0.15 / 29 0.400 0.01 / 25 BOTT: 0.400 0.17 / 28 0.400 0.13 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15265 TOP : Longitudinal direction - Only minimum steel required. 15265 BOTT: Longitudinal direction - Only minimum steel required. 15265 TOP : Transverse direction - Only minimum steel required. 15265 BOTT: Transverse direction - Only minimum steel required. 15265 TOP : 0.400 0.12 / 29 0.400 0.01 / 25 BOTT: 0.400 0.09 / 28 0.400 0.06 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15266 TOP : Longitudinal direction - Only minimum steel required. 15266 BOTT: Longitudinal direction - Only minimum steel required. 15266 TOP : Transverse direction - Only minimum steel required. 15266 BOTT: Transverse direction - Only minimum steel required. 15266 TOP : 0.400 0.04 / 29 0.400 0.35 / 28 BOTT: 0.400 0.02 / 28 0.400 0.39 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15267 TOP : Longitudinal direction - Only minimum steel required. 15267 BOTT: Longitudinal direction - Only minimum steel required. 15267 TOP : Transverse direction - Only minimum steel required. 15267 BOTT: Transverse direction - Only minimum steel required. 15267 TOP : 0.400 0.36 / 28 0.400 0.90 / 28 BOTT: 0.400 0.39 / 29 0.400 1.05 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15268 TOP : Longitudinal direction - Only minimum steel required. 15268 BOTT: Longitudinal direction - Only minimum steel required. 15268 TOP : Transverse direction - Only minimum steel required. 15268 BOTT: Transverse direction - Only minimum steel required. 15268 TOP : 0.400 0.09 / 29 0.400 0.19 / 29 BOTT: 0.400 0.10 / 28 0.400 0.13 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15269 TOP : Longitudinal direction - Only minimum steel required. 15269 BOTT: Longitudinal direction - Only minimum steel required. 15269 TOP : Transverse direction - Only minimum steel required. 15269 BOTT: Transverse direction - Only minimum steel required. 15269 TOP : 0.400 0.04 / 29 0.400 0.09 / 29 BOTT: 0.400 0.02 / 28 0.400 0.08 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15270 TOP : Longitudinal direction - Only minimum steel required. 15270 BOTT: Longitudinal direction - Only minimum steel required. 15270 TOP : Transverse direction - Only minimum steel required. 15270 BOTT: Transverse direction - Only minimum steel required. 15270 TOP : 0.400 0.04 / 28 0.400 0.07 / 29 BOTT: 0.400 0.02 / 29 0.400 0.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15271 TOP : Longitudinal direction - Only minimum steel required. 15271 BOTT: Longitudinal direction - Only minimum steel required. 15271 TOP : Transverse direction - Only minimum steel required.
15271 BOTT: Transverse direction - Only minimum steel required. 15271 TOP : 0.400 0.08 / 28 0.400 0.15 / 29 BOTT: 0.400 0.10 / 29 0.400 0.16 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15272 TOP : Longitudinal direction - Only minimum steel required. 15272 BOTT: Longitudinal direction - Only minimum steel required. 15272 TOP : Transverse direction - Only minimum steel required. 15272 BOTT: Transverse direction - Only minimum steel required. 15272 TOP : 0.400 0.03 / 29 0.400 0.19 / 29 BOTT: 0.400 0.03 / 28 0.400 0.17 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15273 TOP : Longitudinal direction - Only minimum steel required. 15273 BOTT: Longitudinal direction - Only minimum steel required. 15273 TOP : Transverse direction - Only minimum steel required. 15273 BOTT: Transverse direction - Only minimum steel required. 15273 TOP : 0.400 0.02 / 28 0.400 0.25 / 29 BOTT: 0.400 0.02 / 29 0.400 0.25 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15274 TOP : Longitudinal direction - Only minimum steel required. 15274 BOTT: Longitudinal direction - Only minimum steel required. 15274 TOP : Transverse direction - Only minimum steel required. 15274 BOTT: Transverse direction - Only minimum steel required. 15274 TOP : 0.400 0.07 / 28 0.400 0.52 / 29 BOTT: 0.400 0.07 / 29 0.400 0.53 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15275 TOP : Longitudinal direction - Only minimum steel required. 15275 BOTT: Longitudinal direction - Only minimum steel required. 15275 TOP : Transverse direction - Only minimum steel required. 15275 BOTT: Transverse direction - Only minimum steel required. 15275 TOP : 0.400 0.14 / 29 0.400 1.07 / 29 BOTT: 0.400 0.16 / 28 0.400 1.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15276 TOP : Longitudinal direction - Only minimum steel required. 15276 BOTT: Longitudinal direction - Only minimum steel required. 15276 TOP : Transverse direction - Only minimum steel required. 15276 BOTT: Transverse direction - Only minimum steel required. 15276 TOP : 0.400 0.04 / 28 0.400 0.18 / 29 BOTT: 0.400 0.03 / 29 0.400 0.16 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15277 TOP : Longitudinal direction - Only minimum steel required. 15277 BOTT: Longitudinal direction - Only minimum steel required. 15277 TOP : Transverse direction - Only minimum steel required. 15277 BOTT: Transverse direction - Only minimum steel required. 15277 TOP : 0.400 0.06 / 28 0.400 0.33 / 29 BOTT: 0.400 0.05 / 29 0.400 0.31 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15278 TOP : Longitudinal direction - Only minimum steel required. 15278 BOTT: Longitudinal direction - Only minimum steel required. 15278 TOP : Transverse direction - Only minimum steel required. 15278 BOTT: Transverse direction - Only minimum steel required. 15278 TOP : 0.400 0.07 / 28 0.400 0.73 / 29 BOTT: 0.400 0.08 / 29 0.400 0.70 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15279 TOP : Longitudinal direction - Only minimum steel required. 15279 BOTT: Longitudinal direction - Only minimum steel required. 15279 TOP : Transverse direction - Only minimum steel required. 15279 BOTT: Transverse direction - Only minimum steel required. 15279 TOP : 0.400 0.27 / 29 0.400 1.34 / 29 BOTT: 0.400 0.26 / 28 0.400 1.28 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15280 TOP : Longitudinal direction - Only minimum steel required. 15280 BOTT: Longitudinal direction - Only minimum steel required. 15280 TOP : Transverse direction - Only minimum steel required. 15280 BOTT: Transverse direction - Only minimum steel required. 15280 TOP : 0.400 0.03 / 28 0.400 0.15 / 29 BOTT: 0.400 0.01 / 29 0.400 0.13 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15281 TOP : Longitudinal direction - Only minimum steel required.
15281 TOP : Transverse direction - Only minimum steel required. 15281 BOTT: Transverse direction - Only minimum steel required. 15281 TOP : 0.400 0.04 / 28 0.400 0.28 / 29 BOTT: 0.400 0.03 / 29 0.400 0.26 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15282 TOP : Longitudinal direction - Only minimum steel required. 15282 BOTT: Longitudinal direction - Only minimum steel required. 15282 TOP : Transverse direction - Only minimum steel required. 15282 BOTT: Transverse direction - Only minimum steel required. 15282 TOP : 0.400 0.05 / 28 0.400 0.51 / 29 BOTT: 0.400 0.06 / 29 0.400 0.47 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15283 TOP : Longitudinal direction - Only minimum steel required. 15283 BOTT: Longitudinal direction - Only minimum steel required. 15283 TOP : Transverse direction - Only minimum steel required. 15283 BOTT: Transverse direction - Only minimum steel required. 15283 TOP : 0.400 0.16 / 29 0.400 0.70 / 29 BOTT: 0.400 0.15 / 28 0.400 0.66 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15284 TOP : Longitudinal direction - Only minimum steel required. 15284 BOTT: Longitudinal direction - Only minimum steel required. 15284 TOP : Transverse direction - Only minimum steel required. 15284 BOTT: Transverse direction - Only minimum steel required. 15284 TOP : 0.400 0.11 / 29 0.400 0.13 / 29 BOTT: 0.400 0.08 / 28 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15285 TOP : Longitudinal direction - Only minimum steel required. 15285 BOTT: Longitudinal direction - Only minimum steel required. 15285 TOP : Transverse direction - Only minimum steel required. 15285 BOTT: Transverse direction - Only minimum steel required. 15285 TOP : 0.400 0.04 / 29 0.400 0.13 / 29 BOTT: 0.400 0.03 / 28 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15286 TOP : Longitudinal direction - Only minimum steel required. 15286 BOTT: Longitudinal direction - Only minimum steel required. 15286 TOP : Transverse direction - Only minimum steel required. 15286 BOTT: Transverse direction - Only minimum steel required. 15286 TOP : 0.400 0.02 / 28 0.400 0.12 / 29 BOTT: 0.400 0.03 / 29 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15287 TOP : Longitudinal direction - Only minimum steel required. 15287 BOTT: Longitudinal direction - Only minimum steel required. 15287 TOP : Transverse direction - Only minimum steel required. 15287 BOTT: Transverse direction - Only minimum steel required. 15287 TOP : 0.400 0.05 / 28 0.400 0.12 / 29 BOTT: 0.400 0.05 / 29 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15288 TOP : Longitudinal direction - Only minimum steel required. 15288 BOTT: Longitudinal direction - Only minimum steel required. 15288 TOP : Transverse direction - Only minimum steel required. 15288 BOTT: Transverse direction - Only minimum steel required. 15288 TOP : 0.400 0.23 / 29 0.400 0.13 / 29 BOTT: 0.400 0.21 / 28 0.400 0.06 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15289 TOP : Longitudinal direction - Only minimum steel required. 15289 BOTT: Longitudinal direction - Only minimum steel required. 15289 TOP : Transverse direction - Only minimum steel required. 15289 BOTT: Transverse direction - Only minimum steel required. 15289 TOP : 0.400 0.12 / 29 0.400 0.07 / 28 BOTT: 0.400 0.10 / 28 0.400 0.04 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15290 TOP : Longitudinal direction - Only minimum steel required. 15290 BOTT: Longitudinal direction - Only minimum steel required. 15290 TOP : Transverse direction - Only minimum steel required. 15290 BOTT: Transverse direction - Only minimum steel required. 15290 TOP : 0.400 0.03 / 23 0.400 0.29 / 28 BOTT: 0.400 0.01 / 25 0.400 0.29 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
15291 BOTT: Longitudinal direction - Only minimum steel required. 15291 TOP : Transverse direction - Only minimum steel required. 15291 BOTT: Transverse direction - Only minimum steel required. 15291 TOP : 0.400 0.25 / 28 0.400 0.49 / 28 BOTT: 0.400 0.26 / 29 0.400 0.49 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15292 TOP : Longitudinal direction - Only minimum steel required. 15292 BOTT: Longitudinal direction - Only minimum steel required. 15292 TOP : Transverse direction - Only minimum steel required. 15292 BOTT: Transverse direction - Only minimum steel required. 15292 TOP : 0.400 0.25 / 29 0.400 0.01 / 23 BOTT: 0.400 0.26 / 28 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15293 TOP : Longitudinal direction - Only minimum steel required. 15293 BOTT: Longitudinal direction - Only minimum steel required. 15293 TOP : Transverse direction - Only minimum steel required. 15293 BOTT: Transverse direction - Only minimum steel required. 15293 TOP : 0.400 0.15 / 29 0.400 0.14 / 28 BOTT: 0.400 0.14 / 28 0.400 0.24 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15294 TOP : Longitudinal direction - Only minimum steel required. 15294 BOTT: Longitudinal direction - Only minimum steel required. 15294 TOP : Transverse direction - Only minimum steel required. 15294 BOTT: Transverse direction - Only minimum steel required. 15294 TOP : 0.400 0.02 / 23 0.400 0.51 / 28 BOTT: 0.400 0.01 / 25 0.400 0.60 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15295 TOP : Longitudinal direction - Only minimum steel required. 15295 BOTT: Longitudinal direction - Only minimum steel required. 15295 TOP : Transverse direction - Only minimum steel required. 15295 BOTT: Transverse direction - Only minimum steel required. 15295 TOP : 0.400 0.41 / 28 0.400 1.05 / 28 BOTT: 0.400 0.43 / 29 0.400 1.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15296 TOP : Longitudinal direction - Only minimum steel required. 15296 BOTT: Longitudinal direction - Only minimum steel required. 15296 TOP : Transverse direction - Only minimum steel required. 15296 BOTT: Transverse direction - Only minimum steel required. 15296 TOP : 0.400 0.23 / 29 0.400 0.01 / 23 BOTT: 0.400 0.24 / 28 0.400 0.09 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15297 TOP : Longitudinal direction - Only minimum steel required. 15297 BOTT: Longitudinal direction - Only minimum steel required. 15297 TOP : Transverse direction - Only minimum steel required. 15297 BOTT: Transverse direction - Only minimum steel required. 15297 TOP : 0.400 0.13 / 29 0.400 0.07 / 28 BOTT: 0.400 0.12 / 28 0.400 0.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15298 TOP : Longitudinal direction - Only minimum steel required. 15298 BOTT: Longitudinal direction - Only minimum steel required. 15298 TOP : Transverse direction - Only minimum steel required. 15298 BOTT: Transverse direction - Only minimum steel required. 15298 TOP : 0.400 0.03 / 28 0.400 0.31 / 28 BOTT: 0.400 0.02 / 29 0.400 0.38 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15299 TOP : Longitudinal direction - Only minimum steel required. 15299 BOTT: Longitudinal direction - Only minimum steel required. 15299 TOP : Transverse direction - Only minimum steel required. 15299 BOTT: Transverse direction - Only minimum steel required. 15299 TOP : 0.400 0.35 / 28 0.400 0.65 / 28 BOTT: 0.400 0.37 / 29 0.400 0.77 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15300 TOP : Longitudinal direction - Only minimum steel required. 15300 BOTT: Longitudinal direction - Only minimum steel required. 15300 TOP : Transverse direction - Only minimum steel required. 15300 BOTT: Transverse direction - Only minimum steel required. 15300 TOP : 0.400 0.20 / 29 0.400 0.12 / 29 BOTT: 0.400 0.18 / 28 0.400 0.05 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM
15301 TOP : Longitudinal direction - Only minimum steel required. 15301 BOTT: Longitudinal direction - Only minimum steel required. 15301 TOP : Transverse direction - Only minimum steel required. 15301 BOTT: Transverse direction - Only minimum steel required. 15301 TOP : 0.400 0.07 / 29 0.400 0.06 / 29 BOTT: 0.400 0.06 / 28 0.400 0.04 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15302 TOP : Longitudinal direction - Only minimum steel required. 15302 BOTT: Longitudinal direction - Only minimum steel required. 15302 TOP : Transverse direction - Only minimum steel required. 15302 BOTT: Transverse direction - Only minimum steel required. 15302 TOP : 0.400 0.08 / 28 0.400 0.11 / 29 BOTT: 0.400 0.07 / 29 0.400 0.12 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15303 TOP : Longitudinal direction - Only minimum steel required. 15303 BOTT: Longitudinal direction - Only minimum steel required. 15303 TOP : Transverse direction - Only minimum steel required. 15303 BOTT: Transverse direction - Only minimum steel required. 15303 TOP : 0.400 0.11 / 28 0.400 0.37 / 29 BOTT: 0.400 0.12 / 29 0.400 0.36 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15304 TOP : Longitudinal direction - Only minimum steel required. 15304 BOTT: Longitudinal direction - Only minimum steel required. 15304 TOP : Transverse direction - Only minimum steel required. 15304 BOTT: Transverse direction - Only minimum steel required. 15304 TOP : 0.400 0.15 / 29 0.400 0.11 / 29 BOTT: 0.400 0.13 / 28 0.400 0.07 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15305 TOP : Longitudinal direction - Only minimum steel required. 15305 BOTT: Longitudinal direction - Only minimum steel required. 15305 TOP : Transverse direction - Only minimum steel required. 15305 BOTT: Transverse direction - Only minimum steel required. 15305 TOP : 0.400 0.07 / 25 0.400 0.16 / 29 BOTT: 0.400 0.05 / 23 0.400 0.12 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15306 TOP : Longitudinal direction - Only minimum steel required. 15306 BOTT: Longitudinal direction - Only minimum steel required. 15306 TOP : Transverse direction - Only minimum steel required. 15306 BOTT: Transverse direction - Only minimum steel required. 15306 TOP : 0.400 0.10 / 28 0.400 0.37 / 29 BOTT: 0.400 0.10 / 29 0.400 0.34 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15307 TOP : Longitudinal direction - Only minimum steel required. 15307 BOTT: Longitudinal direction - Only minimum steel required. 15307 TOP : Transverse direction - Only minimum steel required. 15307 BOTT: Transverse direction - Only minimum steel required. 15307 TOP : 0.400 0.03 / 29 0.400 0.77 / 29 BOTT: 0.400 0.03 / 28 0.400 0.74 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15308 TOP : Longitudinal direction - Only minimum steel required. 15308 BOTT: Longitudinal direction - Only minimum steel required. 15308 TOP : Transverse direction - Only minimum steel required. 15308 BOTT: Transverse direction - Only minimum steel required. 15308 TOP : 0.400 0.11 / 29 0.400 0.10 / 29 BOTT: 0.400 0.11 / 28 0.400 0.06 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15309 TOP : Longitudinal direction - Only minimum steel required. 15309 BOTT: Longitudinal direction - Only minimum steel required. 15309 TOP : Transverse direction - Only minimum steel required. 15309 BOTT: Transverse direction - Only minimum steel required. 15309 TOP : 0.400 0.09 / 25 0.400 0.18 / 29 BOTT: 0.400 0.08 / 23 0.400 0.14 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15310 TOP : Longitudinal direction - Only minimum steel required. 15310 BOTT: Longitudinal direction - Only minimum steel required. 15310 TOP : Transverse direction - Only minimum steel required. 15310 BOTT: Transverse direction - Only minimum steel required. 15310 TOP : 0.400 0.11 / 25 0.400 0.37 / 29 BOTT: 0.400 0.11 / 23 0.400 0.32 / 28
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15311 TOP : Longitudinal direction - Only minimum steel required. 15311 BOTT: Longitudinal direction - Only minimum steel required. 15311 TOP : Transverse direction - Only minimum steel required. 15311 BOTT: Transverse direction - Only minimum steel required. 15311 TOP : 0.400 0.04 / 29 0.400 0.57 / 29 BOTT: 0.400 0.03 / 28 0.400 0.51 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15312 TOP : Longitudinal direction - Only minimum steel required. 15312 BOTT: Longitudinal direction - Only minimum steel required. 15312 TOP : Transverse direction - Only minimum steel required. 15312 BOTT: Transverse direction - Only minimum steel required. 15312 TOP : 0.400 0.12 / 29 0.400 0.05 / 29 BOTT: 0.400 0.13 / 28 0.400 0.06 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15313 TOP : Longitudinal direction - Only minimum steel required. 15313 BOTT: Longitudinal direction - Only minimum steel required. 15313 TOP : Transverse direction - Only minimum steel required. 15313 BOTT: Transverse direction - Only minimum steel required. 15313 TOP : 0.400 0.08 / 25 0.400 0.11 / 29 BOTT: 0.400 0.08 / 23 0.400 0.10 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15314 TOP : Longitudinal direction - Only minimum steel required. 15314 BOTT: Longitudinal direction - Only minimum steel required. 15314 TOP : Transverse direction - Only minimum steel required. 15314 BOTT: Transverse direction - Only minimum steel required. 15314 TOP : 0.400 0.10 / 25 0.400 0.20 / 29 BOTT: 0.400 0.11 / 23 0.400 0.19 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15315 TOP : Longitudinal direction - Only minimum steel required. 15315 BOTT: Longitudinal direction - Only minimum steel required. 15315 TOP : Transverse direction - Only minimum steel required. 15315 BOTT: Transverse direction - Only minimum steel required. 15315 TOP : 0.400 0.03 / 25 0.400 0.27 / 29 BOTT: 0.400 0.03 / 23 0.400 0.26 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15316 TOP : Longitudinal direction - Only minimum steel required. 15316 BOTT: Longitudinal direction - Only minimum steel required. 15316 TOP : Transverse direction - Only minimum steel required. 15316 BOTT: Transverse direction - Only minimum steel required. 15316 TOP : 0.400 0.18 / 29 0.400 0.05 / 29 BOTT: 0.400 0.20 / 28 0.400 0.06 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15317 TOP : Longitudinal direction - Only minimum steel required. 15317 BOTT: Longitudinal direction - Only minimum steel required. 15317 TOP : Transverse direction - Only minimum steel required. 15317 BOTT: Transverse direction - Only minimum steel required. 15317 TOP : 0.400 0.08 / 29 0.400 0.03 / 29 BOTT: 0.400 0.08 / 28 0.400 0.03 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15318 TOP : Longitudinal direction - Only minimum steel required. 15318 BOTT: Longitudinal direction - Only minimum steel required. 15318 TOP : Transverse direction - Only minimum steel required. 15318 BOTT: Transverse direction - Only minimum steel required. 15318 TOP : 0.400 0.06 / 25 0.400 0.04 / 25 BOTT: 0.400 0.07 / 23 0.400 0.03 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15319 TOP : Longitudinal direction - Only minimum steel required. 15319 BOTT: Longitudinal direction - Only minimum steel required. 15319 TOP : Transverse direction - Only minimum steel required. 15319 BOTT: Transverse direction - Only minimum steel required. 15319 TOP : 0.400 0.13 / 28 0.400 0.04 / 28 BOTT: 0.400 0.12 / 29 0.400 0.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15320 TOP : Longitudinal direction - Only minimum steel required. 15320 BOTT: Longitudinal direction - Only minimum steel required. 15320 TOP : Transverse direction - Only minimum steel required. 15320 BOTT: Transverse direction - Only minimum steel required. 15320 TOP : 0.400 0.24 / 29 0.400 0.04 / 29 BOTT: 0.400 0.26 / 28 0.400 0.05 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15321 TOP : Longitudinal direction - Only minimum steel required. 15321 BOTT: Longitudinal direction - Only minimum steel required. 15321 TOP : Transverse direction - Only minimum steel required. 15321 BOTT: Transverse direction - Only minimum steel required. 15321 TOP : 0.400 0.12 / 29 0.400 0.04 / 28 BOTT: 0.400 0.11 / 28 0.400 0.06 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15322 TOP : Longitudinal direction - Only minimum steel required. 15322 BOTT: Longitudinal direction - Only minimum steel required. 15322 TOP : Transverse direction - Only minimum steel required. 15322 BOTT: Transverse direction - Only minimum steel required. 15322 TOP : 0.400 0.06 / 22 0.400 0.19 / 28 BOTT: 0.400 0.05 / 23 0.400 0.19 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15323 TOP : Longitudinal direction - Only minimum steel required. 15323 BOTT: Longitudinal direction - Only minimum steel required. 15323 TOP : Transverse direction - Only minimum steel required. 15323 BOTT: Transverse direction - Only minimum steel required. 15323 TOP : 0.400 0.26 / 28 0.400 0.36 / 28 BOTT: 0.400 0.24 / 29 0.400 0.32 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15324 TOP : Longitudinal direction - Only minimum steel required. 15324 BOTT: Longitudinal direction - Only minimum steel required. 15324 TOP : Transverse direction - Only minimum steel required. 15324 BOTT: Transverse direction - Only minimum steel required. 15324 TOP : 0.400 0.26 / 29 0.400 0.03 / 29 BOTT: 0.400 0.30 / 28 0.400 0.07 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15325 TOP : Longitudinal direction - Only minimum steel required. 15325 BOTT: Longitudinal direction - Only minimum steel required. 15325 TOP : Transverse direction - Only minimum steel required. 15325 BOTT: Transverse direction - Only minimum steel required. 15325 TOP : 0.400 0.15 / 29 0.400 0.08 / 28 BOTT: 0.400 0.12 / 28 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15326 TOP : Longitudinal direction - Only minimum steel required. 15326 BOTT: Longitudinal direction - Only minimum steel required. 15326 TOP : Transverse direction - Only minimum steel required. 15326 BOTT: Transverse direction - Only minimum steel required. 15326 TOP : 0.400 0.14 / 22 0.400 0.31 / 28 BOTT: 0.400 0.02 / 23 0.400 0.33 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15327 TOP : Longitudinal direction - Only minimum steel required. 15327 BOTT: Longitudinal direction - Only minimum steel required. 15327 TOP : Transverse direction - Only minimum steel required. 15327 BOTT: Transverse direction - Only minimum steel required. 15327 TOP : 0.400 0.35 / 28 0.400 0.66 / 28 BOTT: 0.400 0.35 / 29 0.400 0.64 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15328 TOP : Longitudinal direction - Only minimum steel required. 15328 BOTT: Longitudinal direction - Only minimum steel required. 15328 TOP : Transverse direction - Only minimum steel required. 15328 BOTT: Transverse direction - Only minimum steel required. 15328 TOP : 0.400 0.21 / 29 0.400 0.02 / 23 BOTT: 0.400 0.27 / 28 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15329 TOP : Longitudinal direction - Only minimum steel required. 15329 BOTT: Longitudinal direction - Only minimum steel required. 15329 TOP : Transverse direction - Only minimum steel required. 15329 BOTT: Transverse direction - Only minimum steel required. 15329 TOP : 0.400 0.19 / 22 0.400 0.08 / 28 BOTT: 0.400 0.08 / 23 0.400 0.11 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15330 TOP : Longitudinal direction - Only minimum steel required. 15330 BOTT: Longitudinal direction - Only minimum steel required. 15330 TOP : Transverse direction - Only minimum steel required. 15330 BOTT: Transverse direction - Only minimum steel required. 15330 TOP : 0.400 0.30 / 22 0.400 0.26 / 28 BOTT: 0.400 0.07 / 25 0.400 0.28 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15331 TOP : Longitudinal direction - Only minimum steel required. 15331 BOTT: Longitudinal direction - Only minimum steel required. 15331 TOP : Transverse direction - Only minimum steel required. 15331 BOTT: Transverse direction - Only minimum steel required. 15331 TOP : 0.400 0.28 / 28 0.400 0.42 / 28 BOTT: 0.400 0.32 / 29 0.400 0.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15332 TOP : Longitudinal direction - Only minimum steel required. 15332 BOTT: Longitudinal direction - Only minimum steel required. 15332 TOP : Transverse direction - Only minimum steel required. 15332 BOTT: Transverse direction - Only minimum steel required. 15332 TOP : 0.400 0.12 / 29 0.400 0.05 / 29 BOTT: 0.400 0.55 / 22 0.400 0.02 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15333 TOP : Longitudinal direction - Only minimum steel required. 15333 BOTT: Longitudinal direction - Only minimum steel required. 15333 TOP : Transverse direction - Only minimum steel required. 15333 BOTT: Transverse direction - Only minimum steel required. 15333 TOP : 0.400 0.41 / 22 0.400 0.22 / 22 BOTT: 0.400 0.05 / 23 0.400 0.07 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15334 TOP : Longitudinal direction - Only minimum steel required. 15334 BOTT: Longitudinal direction - Only minimum steel required. 15334 TOP : Transverse direction - Only minimum steel required. 15334 BOTT: Transverse direction - Only minimum steel required. 15334 TOP : 0.400 0.57 / 22 0.400 0.27 / 22 BOTT: 0.400 0.03 / 25 0.400 0.08 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15335 TOP : Longitudinal direction - Only minimum steel required. 15335 BOTT: Longitudinal direction - Only minimum steel required. 15335 TOP : Transverse direction - Only minimum steel required. 15335 BOTT: Transverse direction - Only minimum steel required. 15335 TOP : 0.400 0.14 / 28 0.400 0.12 / 28 BOTT: 0.400 0.28 / 22 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15336 TOP : Longitudinal direction - Only minimum steel required. 15336 BOTT: Longitudinal direction - Only minimum steel required. 15336 TOP : Transverse direction - Only minimum steel required. 15336 BOTT: Transverse direction - Only minimum steel required. 15336 TOP : 0.400 0.05 / 29 0.400 0.43 / 22 BOTT: 0.400 0.57 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15337 TOP : Longitudinal direction - Only minimum steel required. 15337 BOTT: Longitudinal direction - Only minimum steel required. 15337 TOP : Transverse direction - Only minimum steel required. 15337 BOTT: Transverse direction - Only minimum steel required. 15337 TOP : 0.400 0.64 / 22 0.400 1.42 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15338 TOP : Longitudinal direction - Only minimum steel required. 15338 BOTT: Longitudinal direction - Only minimum steel required. 15338 TOP : Transverse direction - Only minimum steel required. 15338 BOTT: Transverse direction - Only minimum steel required. 15338 TOP : 0.400 0.79 / 22 0.400 1.61 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15339 TOP : Longitudinal direction - Only minimum steel required. 15339 BOTT: Longitudinal direction - Only minimum steel required. 15339 TOP : Transverse direction - Only minimum steel required. 15339 BOTT: Transverse direction - Only minimum steel required. 15339 TOP : 0.400 0.06 / 28 0.400 0.62 / 22 BOTT: 0.400 0.24 / 22 0.400 0.00 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15347 TOP : Longitudinal direction - Only minimum steel required. 15347 BOTT: Longitudinal direction - Only minimum steel required. 15347 TOP : Transverse direction - Only minimum steel required. 15347 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 2.48 / 29 0.400 14.57 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15348 TOP : Longitudinal direction - Only minimum steel required. 15348 BOTT: Longitudinal direction - Only minimum steel required. 15348 TOP : Transverse direction - Only minimum steel required. 15348 BOTT: Transverse direction - Only minimum steel required. 15348 TOP : 0.400 2.41 / 28 0.400 1.71 / 28 BOTT: 0.400 10.17 / 29 0.400 5.62 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15349 TOP : Longitudinal direction - Only minimum steel required. 15349 BOTT: Longitudinal direction - Only minimum steel required. 15349 TOP : Transverse direction - Only minimum steel required. 15349 BOTT: Transverse direction - Only minimum steel required. 15349 TOP : 0.400 0.40 / 28 0.400 2.34 / 28 BOTT: 0.400 2.17 / 29 0.400 12.74 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15350 TOP : Longitudinal direction - Only minimum steel required. 15350 BOTT: Longitudinal direction - Only minimum steel required. 15350 TOP : Transverse direction - Only minimum steel required. 15350 BOTT: Transverse direction - Only minimum steel required. 15350 TOP : 0.400 0.40 / 28 0.400 2.34 / 28 BOTT: 0.400 2.17 / 29 0.400 12.74 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15351 TOP : Longitudinal direction - Only minimum steel required. 15351 BOTT: Longitudinal direction - Only minimum steel required. 15351 TOP : Transverse direction - Only minimum steel required. 15351 BOTT: Transverse direction - Only minimum steel required. 15351 TOP : 0.400 2.04 / 28 0.400 1.02 / 28 BOTT: 0.400 10.16 / 29 0.400 6.77 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15352 TOP : Longitudinal direction - Only minimum steel required. 15352 BOTT: Longitudinal direction - Only minimum steel required. 15352 TOP : Transverse direction - Only minimum steel required. 15352 BOTT: Transverse direction - Only minimum steel required. 15352 TOP : 0.400 0.36 / 28 0.400 2.11 / 28 BOTT: 0.400 2.04 / 29 0.400 12.02 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15353 TOP : Longitudinal direction - Only minimum steel required. 15353 BOTT: Longitudinal direction - Only minimum steel required. 15353 TOP : Transverse direction - Only minimum steel required. 15353 BOTT: Transverse direction - Only minimum steel required. 15353 TOP : 0.400 0.36 / 28 0.400 2.11 / 28 BOTT: 0.400 2.04 / 29 0.400 12.02 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15354 TOP : Longitudinal direction - Only minimum steel required. 15354 BOTT: Longitudinal direction - Only minimum steel required. 15354 TOP : Transverse direction - Only minimum steel required. 15354 BOTT: Transverse direction - Only minimum steel required. 15354 TOP : 0.400 2.46 / 28 0.400 0.81 / 28 BOTT: 0.400 12.26 / 29 0.400 5.34 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15355 TOP : Longitudinal direction - Only minimum steel required. 15355 BOTT: Longitudinal direction - Only minimum steel required. 15355 TOP : Transverse direction - Only minimum steel required. 15355 BOTT: Transverse direction - Only minimum steel required. 15355 TOP : 0.400 0.53 / 28 0.400 3.14 / 28 BOTT: 0.400 2.55 / 29 0.400 14.99 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15356 TOP : Longitudinal direction - Only minimum steel required. 15356 BOTT: Longitudinal direction - Only minimum steel required. 15356 TOP : Transverse direction - Only minimum steel required. 15356 BOTT: Transverse direction - Only minimum steel required. 15356 TOP : 0.400 0.68 / 28 0.400 3.52 / 28 BOTT: 0.400 1.85 / 29 0.400 15.20 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15357 TOP : Longitudinal direction - Only minimum steel required. 15357 BOTT: Longitudinal direction - Only minimum steel required. 15357 TOP : Transverse direction - Only minimum steel required. 15357 BOTT: Transverse direction - Only minimum steel required.
15357 TOP : 0.400 0.78 / 28 0.400 1.37 / 28 BOTT: 0.400 0.00 / 29 0.400 2.46 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15358 TOP : Longitudinal direction - Only minimum steel required. 15358 BOTT: Longitudinal direction - Only minimum steel required. 15358 TOP : Transverse direction - Only minimum steel required. 15358 BOTT: Transverse direction - Only minimum steel required. 15358 TOP : 0.400 0.63 / 28 0.400 1.78 / 28 BOTT: 0.400 2.65 / 29 0.400 4.62 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15359 TOP : Longitudinal direction - Only minimum steel required. 15359 BOTT: Longitudinal direction - Only minimum steel required. 15359 TOP : Transverse direction - Only minimum steel required. 15359 BOTT: Transverse direction - Only minimum steel required. 15359 TOP : 0.400 0.38 / 28 0.400 1.64 / 28 BOTT: 0.400 1.99 / 29 0.400 3.79 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15360 TOP : Longitudinal direction - Only minimum steel required. 15360 BOTT: Longitudinal direction - Only minimum steel required. 15360 TOP : Transverse direction - Only minimum steel required. 15360 BOTT: Transverse direction - Only minimum steel required. 15360 TOP : 0.400 1.53 / 29 0.400 1.17 / 28 BOTT: 0.400 0.00 / 29 0.400 1.35 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15361 TOP : Longitudinal direction - Only minimum steel required. 15361 BOTT: Longitudinal direction - Only minimum steel required. 15361 TOP : Transverse direction - Only minimum steel required. 15361 BOTT: Transverse direction - Only minimum steel required. 15361 TOP : 0.400 0.96 / 28 0.400 2.10 / 28 BOTT: 0.400 0.14 / 29 0.400 1.68 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15362 TOP : Longitudinal direction - Only minimum steel required. 15362 BOTT: Longitudinal direction - Only minimum steel required. 15362 TOP : Transverse direction - Only minimum steel required. 15362 BOTT: Transverse direction - Only minimum steel required. 15362 TOP : 0.400 0.52 / 28 0.400 1.82 / 28 BOTT: 0.400 1.68 / 29 0.400 1.55 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15363 TOP : Longitudinal direction - Only minimum steel required. 15363 BOTT: Longitudinal direction - Only minimum steel required. 15363 TOP : Transverse direction - Only minimum steel required. 15363 BOTT: Transverse direction - Only minimum steel required. 15363 TOP : 0.400 0.13 / 28 0.400 1.38 / 28 BOTT: 0.400 0.93 / 29 0.400 0.98 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15364 TOP : Longitudinal direction - Only minimum steel required. 15364 BOTT: Longitudinal direction - Only minimum steel required. 15364 TOP : Transverse direction - Only minimum steel required. 15364 BOTT: Transverse direction - Only minimum steel required. 15364 TOP : 0.400 1.70 / 29 0.400 1.05 / 28 BOTT: 0.400 0.37 / 28 0.400 0.32 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15365 TOP : Longitudinal direction - Only minimum steel required. 15365 BOTT: Longitudinal direction - Only minimum steel required. 15365 TOP : Transverse direction - Only minimum steel required. 15365 BOTT: Transverse direction - Only minimum steel required. 15365 TOP : 0.400 0.97 / 28 0.400 2.79 / 28 BOTT: 0.400 0.63 / 29 0.400 2.24 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15366 TOP : Longitudinal direction - Only minimum steel required. 15366 BOTT: Longitudinal direction - Only minimum steel required. 15366 TOP : Transverse direction - Only minimum steel required. 15366 BOTT: Transverse direction - Only minimum steel required. 15366 TOP : 0.400 0.30 / 28 0.400 1.91 / 28 BOTT: 0.400 0.71 / 29 0.400 1.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15367 TOP : Longitudinal direction - Only minimum steel required. 15367 BOTT: Longitudinal direction - Only minimum steel required. 15367 TOP : Transverse direction - Only minimum steel required.
15367 BOTT: Transverse direction - Only minimum steel required. 15367 TOP : 0.400 0.03 / 27 0.400 1.25 / 28 BOTT: 0.400 0.28 / 26 0.400 0.70 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15368 TOP : Longitudinal direction - Only minimum steel required. 15368 BOTT: Longitudinal direction - Only minimum steel required. 15368 TOP : Transverse direction - Only minimum steel required. 15368 BOTT: Transverse direction - Only minimum steel required. 15368 TOP : 0.400 1.08 / 29 0.400 0.90 / 28 BOTT: 0.400 0.66 / 28 0.400 0.53 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15369 TOP : Longitudinal direction - Only minimum steel required. 15369 BOTT: Longitudinal direction - Only minimum steel required. 15369 TOP : Transverse direction - Only minimum steel required. 15369 BOTT: Transverse direction - Only minimum steel required. 15369 TOP : 0.400 0.57 / 28 0.400 1.72 / 28 BOTT: 0.400 0.48 / 29 0.400 1.35 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15370 TOP : Longitudinal direction - Only minimum steel required. 15370 BOTT: Longitudinal direction - Only minimum steel required. 15370 TOP : Transverse direction - Only minimum steel required. 15370 BOTT: Transverse direction - Only minimum steel required. 15370 TOP : 0.400 0.17 / 28 0.400 1.38 / 28 BOTT: 0.400 0.28 / 29 0.400 0.98 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15371 TOP : Longitudinal direction - Only minimum steel required. 15371 BOTT: Longitudinal direction - Only minimum steel required. 15371 TOP : Transverse direction - Only minimum steel required. 15371 BOTT: Transverse direction - Only minimum steel required. 15371 TOP : 0.400 0.06 / 27 0.400 1.03 / 28 BOTT: 0.400 0.15 / 26 0.400 0.73 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15372 TOP : Longitudinal direction - Only minimum steel required. 15372 BOTT: Longitudinal direction - Only minimum steel required. 15372 TOP : Transverse direction - Only minimum steel required. 15372 BOTT: Transverse direction - Only minimum steel required. 15372 TOP : 0.400 0.54 / 29 0.400 0.81 / 28 BOTT: 0.400 0.53 / 28 0.400 0.67 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15373 TOP : Longitudinal direction - Only minimum steel required. 15373 BOTT: Longitudinal direction - Only minimum steel required. 15373 TOP : Transverse direction - Only minimum steel required. 15373 BOTT: Transverse direction - Only minimum steel required. 15373 TOP : 0.400 0.17 / 26 0.400 0.69 / 28 BOTT: 0.400 0.15 / 27 0.400 0.49 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15374 TOP : Longitudinal direction - Only minimum steel required. 15374 BOTT: Longitudinal direction - Only minimum steel required. 15374 TOP : Transverse direction - Only minimum steel required. 15374 BOTT: Transverse direction - Only minimum steel required. 15374 TOP : 0.400 0.11 / 28 0.400 0.69 / 28 BOTT: 0.400 0.14 / 29 0.400 0.50 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15375 TOP : Longitudinal direction - Only minimum steel required. 15375 BOTT: Longitudinal direction - Only minimum steel required. 15375 TOP : Transverse direction - Only minimum steel required. 15375 BOTT: Transverse direction - Only minimum steel required. 15375 TOP : 0.400 0.03 / 27 0.400 0.75 / 28 BOTT: 0.400 0.08 / 26 0.400 0.62 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15376 TOP : Longitudinal direction - Only minimum steel required. 15376 BOTT: Longitudinal direction - Only minimum steel required. 15376 TOP : Transverse direction - Only minimum steel required. 15376 BOTT: Transverse direction - Only minimum steel required. 15376 TOP : 0.400 0.09 / 29 0.400 0.78 / 28 BOTT: 0.400 0.19 / 28 0.400 0.75 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15377 TOP : Longitudinal direction - Only minimum steel required.
15377 TOP : Transverse direction - Only minimum steel required. 15377 BOTT: Transverse direction - Only minimum steel required. 15377 TOP : 0.400 0.26 / 29 0.400 0.37 / 29 BOTT: 0.400 0.26 / 28 0.400 0.22 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15378 TOP : Longitudinal direction - Only minimum steel required. 15378 BOTT: Longitudinal direction - Only minimum steel required. 15378 TOP : Transverse direction - Only minimum steel required. 15378 BOTT: Transverse direction - Only minimum steel required. 15378 TOP : 0.400 0.11 / 28 0.400 0.09 / 26 BOTT: 0.400 0.12 / 29 0.400 0.02 / 27
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15379 TOP : Longitudinal direction - Only minimum steel required. 15379 BOTT: Longitudinal direction - Only minimum steel required. 15379 TOP : Transverse direction - Only minimum steel required. 15379 BOTT: Transverse direction - Only minimum steel required. 15379 TOP : 0.400 0.08 / 28 0.400 0.47 / 28 BOTT: 0.400 0.12 / 29 0.400 0.44 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15380 TOP : Longitudinal direction - Only minimum steel required. 15380 BOTT: Longitudinal direction - Only minimum steel required. 15380 TOP : Transverse direction - Only minimum steel required. 15380 BOTT: Transverse direction - Only minimum steel required. 15380 TOP : 0.400 0.07 / 28 0.400 0.70 / 28 BOTT: 0.400 0.15 / 29 0.400 0.70 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15381 TOP : Longitudinal direction - Only minimum steel required. 15381 BOTT: Longitudinal direction - Only minimum steel required. 15381 TOP : Transverse direction - Only minimum steel required. 15381 BOTT: Transverse direction - Only minimum steel required. 15381 TOP : 0.400 0.49 / 29 0.400 1.17 / 29 BOTT: 0.400 0.50 / 28 0.400 1.16 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15382 TOP : Longitudinal direction - Only minimum steel required. 15382 BOTT: Longitudinal direction - Only minimum steel required. 15382 TOP : Transverse direction - Only minimum steel required. 15382 BOTT: Transverse direction - Only minimum steel required. 15382 TOP : 0.400 0.12 / 28 0.400 0.20 / 29 BOTT: 0.400 0.13 / 29 0.400 0.21 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15383 TOP : Longitudinal direction - Only minimum steel required. 15383 BOTT: Longitudinal direction - Only minimum steel required. 15383 TOP : Transverse direction - Only minimum steel required. 15383 BOTT: Transverse direction - Only minimum steel required. 15383 TOP : 0.400 0.13 / 28 0.400 0.43 / 28 BOTT: 0.400 0.15 / 29 0.400 0.43 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15384 TOP : Longitudinal direction - Only minimum steel required. 15384 BOTT: Longitudinal direction - Only minimum steel required. 15384 TOP : Transverse direction - Only minimum steel required. 15384 BOTT: Transverse direction - Only minimum steel required. 15384 TOP : 0.400 0.15 / 28 0.400 0.70 / 28 BOTT: 0.400 0.17 / 29 0.400 0.69 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15385 TOP : Longitudinal direction - Only minimum steel required. 15385 BOTT: Longitudinal direction - Only minimum steel required. 15385 TOP : Transverse direction - Only minimum steel required. 15385 BOTT: Transverse direction - Only minimum steel required. 15385 TOP : 0.400 0.25 / 29 0.400 0.28 / 29 BOTT: 0.400 0.30 / 28 0.400 0.49 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15386 TOP : Longitudinal direction - Only minimum steel required. 15386 BOTT: Longitudinal direction - Only minimum steel required. 15386 TOP : Transverse direction - Only minimum steel required. 15386 BOTT: Transverse direction - Only minimum steel required. 15386 TOP : 0.400 0.06 / 28 0.400 0.16 / 28 BOTT: 0.400 0.05 / 29 0.400 0.25 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15387 TOP : Longitudinal direction - Only minimum steel required.
15387 BOTT: Longitudinal direction - Only minimum steel required. 15387 TOP : Transverse direction - Only minimum steel required. 15387 BOTT: Transverse direction - Only minimum steel required. 15387 TOP : 0.400 0.09 / 28 0.400 0.56 / 28 BOTT: 0.400 0.08 / 29 0.400 0.57 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15388 TOP : Longitudinal direction - Only minimum steel required. 15388 BOTT: Longitudinal direction - Only minimum steel required. 15388 TOP : Transverse direction - Only minimum steel required. 15388 BOTT: Transverse direction - Only minimum steel required. 15388 TOP : 0.400 0.09 / 28 0.400 0.70 / 28 BOTT: 0.400 0.08 / 29 0.400 0.69 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15389 TOP : Longitudinal direction - Only minimum steel required. 15389 BOTT: Longitudinal direction - Only minimum steel required. 15389 TOP : Transverse direction - Only minimum steel required. 15389 BOTT: Transverse direction - Only minimum steel required. 15389 TOP : 0.400 0.19 / 28 0.400 1.52 / 28 BOTT: 0.400 0.23 / 29 0.400 1.72 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15390 TOP : Longitudinal direction - Only minimum steel required. 15390 BOTT: Longitudinal direction - Only minimum steel required. 15390 TOP : Transverse direction - Only minimum steel required. 15390 BOTT: Transverse direction - Only minimum steel required. 15390 TOP : 0.400 0.04 / 29 0.400 1.01 / 28 BOTT: 0.400 0.03 / 28 0.400 1.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15391 TOP : Longitudinal direction - Only minimum steel required. 15391 BOTT: Longitudinal direction - Only minimum steel required. 15391 TOP : Transverse direction - Only minimum steel required. 15391 BOTT: Transverse direction - Only minimum steel required. 15391 TOP : 0.400 0.03 / 29 0.400 0.74 / 28 BOTT: 0.400 0.02 / 28 0.400 0.78 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15392 TOP : Longitudinal direction - Only minimum steel required. 15392 BOTT: Longitudinal direction - Only minimum steel required. 15392 TOP : Transverse direction - Only minimum steel required. 15392 BOTT: Transverse direction - Only minimum steel required. 15392 TOP : 0.400 0.05 / 29 0.400 0.67 / 28 BOTT: 0.400 0.03 / 28 0.400 0.70 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15393 TOP : Longitudinal direction - Only minimum steel required. 15393 BOTT: Longitudinal direction - Only minimum steel required. 15393 TOP : Transverse direction - Only minimum steel required. 15393 BOTT: Transverse direction - Only minimum steel required. 15393 TOP : 0.400 0.42 / 28 0.400 2.26 / 28 BOTT: 0.400 0.43 / 29 0.400 2.26 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15394 TOP : Longitudinal direction - Only minimum steel required. 15394 BOTT: Longitudinal direction - Only minimum steel required. 15394 TOP : Transverse direction - Only minimum steel required. 15394 BOTT: Transverse direction - Only minimum steel required. 15394 TOP : 0.400 0.05 / 29 0.400 1.48 / 28 BOTT: 0.400 0.05 / 28 0.400 1.51 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15395 TOP : Longitudinal direction - Only minimum steel required. 15395 BOTT: Longitudinal direction - Only minimum steel required. 15395 TOP : Transverse direction - Only minimum steel required. 15395 BOTT: Transverse direction - Only minimum steel required. 15395 TOP : 0.400 0.09 / 29 0.400 0.93 / 28 BOTT: 0.400 0.08 / 28 0.400 0.95 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15396 TOP : Longitudinal direction - Only minimum steel required. 15396 BOTT: Longitudinal direction - Only minimum steel required. 15396 TOP : Transverse direction - Only minimum steel required. 15396 BOTT: Transverse direction - Only minimum steel required. 15396 TOP : 0.400 0.09 / 29 0.400 0.70 / 28 BOTT: 0.400 0.09 / 28 0.400 0.71 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
15397 TOP : Longitudinal direction - Only minimum steel required. 15397 BOTT: Longitudinal direction - Only minimum steel required. 15397 TOP : Transverse direction - Only minimum steel required. 15397 BOTT: Transverse direction - Only minimum steel required. 15397 TOP : 0.400 0.24 / 28 0.400 1.38 / 28 BOTT: 0.400 0.25 / 29 0.400 1.35 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15398 TOP : Longitudinal direction - Only minimum steel required. 15398 BOTT: Longitudinal direction - Only minimum steel required. 15398 TOP : Transverse direction - Only minimum steel required. 15398 BOTT: Transverse direction - Only minimum steel required. 15398 TOP : 0.400 0.03 / 29 0.400 1.11 / 28 BOTT: 0.400 0.04 / 28 0.400 1.09 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15399 TOP : Longitudinal direction - Only minimum steel required. 15399 BOTT: Longitudinal direction - Only minimum steel required. 15399 TOP : Transverse direction - Only minimum steel required. 15399 BOTT: Transverse direction - Only minimum steel required. 15399 TOP : 0.400 0.04 / 29 0.400 0.82 / 28 BOTT: 0.400 0.05 / 28 0.400 0.81 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15400 TOP : Longitudinal direction - Only minimum steel required. 15400 BOTT: Longitudinal direction - Only minimum steel required. 15400 TOP : Transverse direction - Only minimum steel required. 15400 BOTT: Transverse direction - Only minimum steel required. 15400 TOP : 0.400 0.03 / 29 0.400 0.66 / 28 BOTT: 0.400 0.04 / 28 0.400 0.65 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15401 TOP : Longitudinal direction - Only minimum steel required. 15401 BOTT: Longitudinal direction - Only minimum steel required. 15401 TOP : Transverse direction - Only minimum steel required. 15401 BOTT: Transverse direction - Only minimum steel required. 15401 TOP : 0.400 0.08 / 29 0.400 0.55 / 28 BOTT: 0.400 0.06 / 28 0.400 0.51 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15402 TOP : Longitudinal direction - Only minimum steel required. 15402 BOTT: Longitudinal direction - Only minimum steel required. 15402 TOP : Transverse direction - Only minimum steel required. 15402 BOTT: Transverse direction - Only minimum steel required. 15402 TOP : 0.400 0.00 / 29 0.400 0.57 / 28 BOTT: 0.400 0.01 / 29 0.400 0.54 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15403 TOP : Longitudinal direction - Only minimum steel required. 15403 BOTT: Longitudinal direction - Only minimum steel required. 15403 TOP : Transverse direction - Only minimum steel required. 15403 BOTT: Transverse direction - Only minimum steel required. 15403 TOP : 0.400 0.06 / 28 0.400 0.60 / 28 BOTT: 0.400 0.06 / 29 0.400 0.57 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15404 TOP : Longitudinal direction - Only minimum steel required. 15404 BOTT: Longitudinal direction - Only minimum steel required. 15404 TOP : Transverse direction - Only minimum steel required. 15404 BOTT: Transverse direction - Only minimum steel required. 15404 TOP : 0.400 0.12 / 28 0.400 0.61 / 28 BOTT: 0.400 0.11 / 29 0.400 0.60 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15405 TOP : Longitudinal direction - Only minimum steel required. 15405 BOTT: Longitudinal direction - Only minimum steel required. 15405 TOP : Transverse direction - Only minimum steel required. 15405 BOTT: Transverse direction - Only minimum steel required. 15405 TOP : 0.400 0.40 / 29 0.400 0.37 / 29 BOTT: 0.400 0.38 / 28 0.400 0.28 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15406 TOP : Longitudinal direction - Only minimum steel required. 15406 BOTT: Longitudinal direction - Only minimum steel required. 15406 TOP : Transverse direction - Only minimum steel required. 15406 BOTT: Transverse direction - Only minimum steel required. 15406 TOP : 0.400 0.04 / 28 0.400 0.06 / 26 BOTT: 0.400 0.05 / 29 0.400 0.01 / 27
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15407 TOP : Longitudinal direction - Only minimum steel required. 15407 BOTT: Longitudinal direction - Only minimum steel required. 15407 TOP : Transverse direction - Only minimum steel required. 15407 BOTT: Transverse direction - Only minimum steel required. 15407 TOP : 0.400 0.16 / 28 0.400 0.36 / 28 BOTT: 0.400 0.16 / 29 0.400 0.33 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15408 TOP : Longitudinal direction - Only minimum steel required. 15408 BOTT: Longitudinal direction - Only minimum steel required. 15408 TOP : Transverse direction - Only minimum steel required. 15408 BOTT: Transverse direction - Only minimum steel required. 15408 TOP : 0.400 0.28 / 28 0.400 0.57 / 28 BOTT: 0.400 0.27 / 29 0.400 0.54 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15409 TOP : Longitudinal direction - Only minimum steel required. 15409 BOTT: Longitudinal direction - Only minimum steel required. 15409 TOP : Transverse direction - Only minimum steel required. 15409 BOTT: Transverse direction - Only minimum steel required. 15409 TOP : 0.400 0.60 / 29 0.400 1.30 / 29 BOTT: 0.400 0.59 / 28 0.400 1.20 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15410 TOP : Longitudinal direction - Only minimum steel required. 15410 BOTT: Longitudinal direction - Only minimum steel required. 15410 TOP : Transverse direction - Only minimum steel required. 15410 BOTT: Transverse direction - Only minimum steel required. 15410 TOP : 0.400 0.07 / 28 0.400 0.37 / 29 BOTT: 0.400 0.07 / 29 0.400 0.35 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15411 TOP : Longitudinal direction - Only minimum steel required. 15411 BOTT: Longitudinal direction - Only minimum steel required. 15411 TOP : Transverse direction - Only minimum steel required. 15411 BOTT: Transverse direction - Only minimum steel required. 15411 TOP : 0.400 0.20 / 28 0.400 0.25 / 28 BOTT: 0.400 0.19 / 29 0.400 0.24 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15412 TOP : Longitudinal direction - Only minimum steel required. 15412 BOTT: Longitudinal direction - Only minimum steel required. 15412 TOP : Transverse direction - Only minimum steel required. 15412 BOTT: Transverse direction - Only minimum steel required. 15412 TOP : 0.400 0.32 / 28 0.400 0.53 / 28 BOTT: 0.400 0.31 / 29 0.400 0.50 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15413 TOP : Longitudinal direction - Only minimum steel required. 15413 BOTT: Longitudinal direction - Only minimum steel required. 15413 TOP : Transverse direction - Only minimum steel required. 15413 BOTT: Transverse direction - Only minimum steel required. 15413 TOP : 0.400 0.34 / 29 0.400 0.55 / 29 BOTT: 0.400 0.38 / 28 0.400 0.71 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15414 TOP : Longitudinal direction - Only minimum steel required. 15414 BOTT: Longitudinal direction - Only minimum steel required. 15414 TOP : Transverse direction - Only minimum steel required. 15414 BOTT: Transverse direction - Only minimum steel required. 15414 TOP : 0.400 0.03 / 28 0.400 0.02 / 29 BOTT: 0.400 0.02 / 29 0.400 0.08 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15415 TOP : Longitudinal direction - Only minimum steel required. 15415 BOTT: Longitudinal direction - Only minimum steel required. 15415 TOP : Transverse direction - Only minimum steel required. 15415 BOTT: Transverse direction - Only minimum steel required. 15415 TOP : 0.400 0.14 / 28 0.400 0.30 / 28 BOTT: 0.400 0.13 / 29 0.400 0.34 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15416 TOP : Longitudinal direction - Only minimum steel required. 15416 BOTT: Longitudinal direction - Only minimum steel required. 15416 TOP : Transverse direction - Only minimum steel required. 15416 BOTT: Transverse direction - Only minimum steel required. 15416 TOP : 0.400 0.21 / 28 0.400 0.43 / 28 BOTT: 0.400 0.22 / 29 0.400 0.49 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15417 TOP : Longitudinal direction - Only minimum steel required. 15417 BOTT: Longitudinal direction - Only minimum steel required. 15417 TOP : Transverse direction - Only minimum steel required. 15417 BOTT: Transverse direction - Only minimum steel required. 15417 TOP : 0.400 0.11 / 28 0.400 1.19 / 28 BOTT: 0.400 0.14 / 29 0.400 1.33 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15418 TOP : Longitudinal direction - Only minimum steel required. 15418 BOTT: Longitudinal direction - Only minimum steel required. 15418 TOP : Transverse direction - Only minimum steel required. 15418 BOTT: Transverse direction - Only minimum steel required. 15418 TOP : 0.400 0.04 / 29 0.400 0.78 / 28 BOTT: 0.400 0.03 / 28 0.400 0.85 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15419 TOP : Longitudinal direction - Only minimum steel required. 15419 BOTT: Longitudinal direction - Only minimum steel required. 15419 TOP : Transverse direction - Only minimum steel required. 15419 BOTT: Transverse direction - Only minimum steel required. 15419 TOP : 0.400 0.02 / 28 0.400 0.55 / 28 BOTT: 0.400 0.01 / 29 0.400 0.60 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15420 TOP : Longitudinal direction - Only minimum steel required. 15420 BOTT: Longitudinal direction - Only minimum steel required. 15420 TOP : Transverse direction - Only minimum steel required. 15420 BOTT: Transverse direction - Only minimum steel required. 15420 TOP : 0.400 0.05 / 28 0.400 0.46 / 28 BOTT: 0.400 0.06 / 29 0.400 0.50 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15421 TOP : Longitudinal direction - Only minimum steel required. 15421 BOTT: Longitudinal direction - Only minimum steel required. 15421 TOP : Transverse direction - Only minimum steel required. 15421 BOTT: Transverse direction - Only minimum steel required. 15421 TOP : 0.400 0.39 / 28 0.400 2.10 / 28 BOTT: 0.400 0.39 / 29 0.400 2.06 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15422 TOP : Longitudinal direction - Only minimum steel required. 15422 BOTT: Longitudinal direction - Only minimum steel required. 15422 TOP : Transverse direction - Only minimum steel required. 15422 BOTT: Transverse direction - Only minimum steel required. 15422 TOP : 0.400 0.09 / 29 0.400 1.25 / 28 BOTT: 0.400 0.09 / 28 0.400 1.25 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15423 TOP : Longitudinal direction - Only minimum steel required. 15423 BOTT: Longitudinal direction - Only minimum steel required. 15423 TOP : Transverse direction - Only minimum steel required. 15423 BOTT: Transverse direction - Only minimum steel required. 15423 TOP : 0.400 0.08 / 29 0.400 0.71 / 28 BOTT: 0.400 0.07 / 28 0.400 0.70 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15424 TOP : Longitudinal direction - Only minimum steel required. 15424 BOTT: Longitudinal direction - Only minimum steel required. 15424 TOP : Transverse direction - Only minimum steel required. 15424 BOTT: Transverse direction - Only minimum steel required. 15424 TOP : 0.400 0.09 / 29 0.400 0.51 / 28 BOTT: 0.400 0.07 / 28 0.400 0.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15425 TOP : Longitudinal direction - Only minimum steel required. 15425 BOTT: Longitudinal direction - Only minimum steel required. 15425 TOP : Transverse direction - Only minimum steel required. 15425 BOTT: Transverse direction - Only minimum steel required. 15425 TOP : 0.400 0.29 / 28 0.400 1.35 / 28 BOTT: 0.400 0.27 / 29 0.400 1.29 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15426 TOP : Longitudinal direction - Only minimum steel required. 15426 BOTT: Longitudinal direction - Only minimum steel required. 15426 TOP : Transverse direction - Only minimum steel required. 15426 BOTT: Transverse direction - Only minimum steel required. 15426 TOP : 0.400 0.06 / 29 0.400 1.01 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15427 TOP : Longitudinal direction - Only minimum steel required. 15427 BOTT: Longitudinal direction - Only minimum steel required. 15427 TOP : Transverse direction - Only minimum steel required. 15427 BOTT: Transverse direction - Only minimum steel required. 15427 TOP : 0.400 0.06 / 29 0.400 0.66 / 28 BOTT: 0.400 0.06 / 28 0.400 0.64 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15428 TOP : Longitudinal direction - Only minimum steel required. 15428 BOTT: Longitudinal direction - Only minimum steel required. 15428 TOP : Transverse direction - Only minimum steel required. 15428 BOTT: Transverse direction - Only minimum steel required. 15428 TOP : 0.400 0.09 / 29 0.400 0.47 / 28 BOTT: 0.400 0.07 / 28 0.400 0.45 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15429 TOP : Longitudinal direction - Only minimum steel required. 15429 BOTT: Longitudinal direction - Only minimum steel required. 15429 TOP : Transverse direction - Only minimum steel required. 15429 BOTT: Transverse direction - Only minimum steel required. 15429 TOP : 0.400 0.04 / 28 0.400 0.58 / 28 BOTT: 0.400 0.03 / 29 0.400 0.54 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15430 TOP : Longitudinal direction - Only minimum steel required. 15430 BOTT: Longitudinal direction - Only minimum steel required. 15430 TOP : Transverse direction - Only minimum steel required. 15430 BOTT: Transverse direction - Only minimum steel required. 15430 TOP : 0.400 0.02 / 29 0.400 0.53 / 28 BOTT: 0.400 0.02 / 28 0.400 0.50 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15431 TOP : Longitudinal direction - Only minimum steel required. 15431 BOTT: Longitudinal direction - Only minimum steel required. 15431 TOP : Transverse direction - Only minimum steel required. 15431 BOTT: Transverse direction - Only minimum steel required. 15431 TOP : 0.400 0.02 / 28 0.400 0.47 / 28 BOTT: 0.400 0.02 / 29 0.400 0.44 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15432 TOP : Longitudinal direction - Only minimum steel required. 15432 BOTT: Longitudinal direction - Only minimum steel required. 15432 TOP : Transverse direction - Only minimum steel required. 15432 BOTT: Transverse direction - Only minimum steel required. 15432 TOP : 0.400 0.04 / 28 0.400 0.43 / 28 BOTT: 0.400 0.03 / 29 0.400 0.40 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15433 TOP : Longitudinal direction - Only minimum steel required. 15433 BOTT: Longitudinal direction - Only minimum steel required. 15433 TOP : Transverse direction - Only minimum steel required. 15433 BOTT: Transverse direction - Only minimum steel required. 15433 TOP : 0.400 0.21 / 29 0.400 0.17 / 29 BOTT: 0.400 0.21 / 28 0.400 0.13 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15434 TOP : Longitudinal direction - Only minimum steel required. 15434 BOTT: Longitudinal direction - Only minimum steel required. 15434 TOP : Transverse direction - Only minimum steel required. 15434 BOTT: Transverse direction - Only minimum steel required. 15434 TOP : 0.400 0.01 / 28 0.400 0.04 / 26 BOTT: 0.400 0.01 / 29 0.400 0.01 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15435 TOP : Longitudinal direction - Only minimum steel required. 15435 BOTT: Longitudinal direction - Only minimum steel required. 15435 TOP : Transverse direction - Only minimum steel required. 15435 BOTT: Transverse direction - Only minimum steel required. 15435 TOP : 0.400 0.11 / 28 0.400 0.26 / 28 BOTT: 0.400 0.11 / 29 0.400 0.23 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15436 TOP : Longitudinal direction - Only minimum steel required. 15436 BOTT: Longitudinal direction - Only minimum steel required. 15436 TOP : Transverse direction - Only minimum steel required. 15436 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 0.18 / 29 0.400 0.37 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15437 TOP : Longitudinal direction - Only minimum steel required. 15437 BOTT: Longitudinal direction - Only minimum steel required. 15437 TOP : Transverse direction - Only minimum steel required. 15437 BOTT: Transverse direction - Only minimum steel required. 15437 TOP : 0.400 0.42 / 29 0.400 0.89 / 29 BOTT: 0.400 0.43 / 28 0.400 0.83 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15438 TOP : Longitudinal direction - Only minimum steel required. 15438 BOTT: Longitudinal direction - Only minimum steel required. 15438 TOP : Transverse direction - Only minimum steel required. 15438 BOTT: Transverse direction - Only minimum steel required. 15438 TOP : 0.400 0.05 / 28 0.400 0.39 / 29 BOTT: 0.400 0.05 / 29 0.400 0.39 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15439 TOP : Longitudinal direction - Only minimum steel required. 15439 BOTT: Longitudinal direction - Only minimum steel required. 15439 TOP : Transverse direction - Only minimum steel required. 15439 BOTT: Transverse direction - Only minimum steel required. 15439 TOP : 0.400 0.16 / 28 0.400 0.07 / 28 BOTT: 0.400 0.16 / 29 0.400 0.07 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15440 TOP : Longitudinal direction - Only minimum steel required. 15440 BOTT: Longitudinal direction - Only minimum steel required. 15440 TOP : Transverse direction - Only minimum steel required. 15440 BOTT: Transverse direction - Only minimum steel required. 15440 TOP : 0.400 0.25 / 28 0.400 0.34 / 28 BOTT: 0.400 0.26 / 29 0.400 0.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15441 TOP : Longitudinal direction - Only minimum steel required. 15441 BOTT: Longitudinal direction - Only minimum steel required. 15441 TOP : Transverse direction - Only minimum steel required. 15441 BOTT: Transverse direction - Only minimum steel required. 15441 TOP : 0.400 0.54 / 29 0.400 1.41 / 29 BOTT: 0.400 0.55 / 28 0.400 1.46 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15442 TOP : Longitudinal direction - Only minimum steel required. 15442 BOTT: Longitudinal direction - Only minimum steel required. 15442 TOP : Transverse direction - Only minimum steel required. 15442 BOTT: Transverse direction - Only minimum steel required. 15442 TOP : 0.400 0.08 / 28 0.400 0.48 / 29 BOTT: 0.400 0.08 / 29 0.400 0.52 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15443 TOP : Longitudinal direction - Only minimum steel required. 15443 BOTT: Longitudinal direction - Only minimum steel required. 15443 TOP : Transverse direction - Only minimum steel required. 15443 BOTT: Transverse direction - Only minimum steel required. 15443 TOP : 0.400 0.17 / 28 0.400 0.02 / 28 BOTT: 0.400 0.16 / 29 0.400 0.07 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15444 TOP : Longitudinal direction - Only minimum steel required. 15444 BOTT: Longitudinal direction - Only minimum steel required. 15444 TOP : Transverse direction - Only minimum steel required. 15444 BOTT: Transverse direction - Only minimum steel required. 15444 TOP : 0.400 0.23 / 28 0.400 0.19 / 28 BOTT: 0.400 0.24 / 29 0.400 0.29 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15445 TOP : Longitudinal direction - Only minimum steel required. 15445 BOTT: Longitudinal direction - Only minimum steel required. 15445 TOP : Transverse direction - Only minimum steel required. 15445 BOTT: Transverse direction - Only minimum steel required. 15445 TOP : 0.400 0.31 / 29 0.400 0.62 / 29 BOTT: 0.400 0.33 / 28 0.400 0.74 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15446 TOP : Longitudinal direction - Only minimum steel required. 15446 BOTT: Longitudinal direction - Only minimum steel required. 15446 TOP : Transverse direction - Only minimum steel required. 15446 BOTT: Transverse direction - Only minimum steel required.
15446 TOP : 0.400 0.02 / 28 0.400 0.13 / 29 BOTT: 0.400 0.01 / 29 0.400 0.18 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15447 TOP : Longitudinal direction - Only minimum steel required. 15447 BOTT: Longitudinal direction - Only minimum steel required. 15447 TOP : Transverse direction - Only minimum steel required. 15447 BOTT: Transverse direction - Only minimum steel required. 15447 TOP : 0.400 0.10 / 28 0.400 0.13 / 28 BOTT: 0.400 0.09 / 29 0.400 0.18 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15448 TOP : Longitudinal direction - Only minimum steel required. 15448 BOTT: Longitudinal direction - Only minimum steel required. 15448 TOP : Transverse direction - Only minimum steel required. 15448 BOTT: Transverse direction - Only minimum steel required. 15448 TOP : 0.400 0.14 / 28 0.400 0.23 / 28 BOTT: 0.400 0.14 / 29 0.400 0.28 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15449 TOP : Longitudinal direction - Only minimum steel required. 15449 BOTT: Longitudinal direction - Only minimum steel required. 15449 TOP : Transverse direction - Only minimum steel required. 15449 BOTT: Transverse direction - Only minimum steel required. 15449 TOP : 0.400 0.12 / 28 0.400 1.07 / 28 BOTT: 0.400 0.14 / 29 0.400 1.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15450 TOP : Longitudinal direction - Only minimum steel required. 15450 BOTT: Longitudinal direction - Only minimum steel required. 15450 TOP : Transverse direction - Only minimum steel required. 15450 BOTT: Transverse direction - Only minimum steel required. 15450 TOP : 0.400 0.06 / 29 0.400 0.59 / 28 BOTT: 0.400 0.05 / 28 0.400 0.61 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15451 TOP : Longitudinal direction - Only minimum steel required. 15451 BOTT: Longitudinal direction - Only minimum steel required. 15451 TOP : Transverse direction - Only minimum steel required. 15451 BOTT: Transverse direction - Only minimum steel required. 15451 TOP : 0.400 0.02 / 29 0.400 0.37 / 28 BOTT: 0.400 0.01 / 28 0.400 0.36 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15452 TOP : Longitudinal direction - Only minimum steel required. 15452 BOTT: Longitudinal direction - Only minimum steel required. 15452 TOP : Transverse direction - Only minimum steel required. 15452 BOTT: Transverse direction - Only minimum steel required. 15452 TOP : 0.400 0.02 / 26 0.400 0.33 / 28 BOTT: 0.400 0.00 / 28 0.400 0.29 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15453 TOP : Longitudinal direction - Only minimum steel required. 15453 BOTT: Longitudinal direction - Only minimum steel required. 15453 TOP : Transverse direction - Only minimum steel required. 15453 BOTT: Transverse direction - Only minimum steel required. 15453 TOP : 0.400 0.36 / 28 0.400 1.77 / 28 BOTT: 0.400 0.36 / 29 0.400 1.72 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15454 TOP : Longitudinal direction - Only minimum steel required. 15454 BOTT: Longitudinal direction - Only minimum steel required. 15454 TOP : Transverse direction - Only minimum steel required. 15454 BOTT: Transverse direction - Only minimum steel required. 15454 TOP : 0.400 0.09 / 29 0.400 0.98 / 28 BOTT: 0.400 0.10 / 28 0.400 0.96 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15455 TOP : Longitudinal direction - Only minimum steel required. 15455 BOTT: Longitudinal direction - Only minimum steel required. 15455 TOP : Transverse direction - Only minimum steel required. 15455 BOTT: Transverse direction - Only minimum steel required. 15455 TOP : 0.400 0.09 / 29 0.400 0.50 / 28 BOTT: 0.400 0.08 / 28 0.400 0.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15456 TOP : Longitudinal direction - Only minimum steel required. 15456 BOTT: Longitudinal direction - Only minimum steel required.
15456 BOTT: Transverse direction - Only minimum steel required. 15456 TOP : 0.400 0.10 / 29 0.400 0.32 / 28 BOTT: 0.400 0.08 / 28 0.400 0.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15457 TOP : Longitudinal direction - Only minimum steel required. 15457 BOTT: Longitudinal direction - Only minimum steel required. 15457 TOP : Transverse direction - Only minimum steel required. 15457 BOTT: Transverse direction - Only minimum steel required. 15457 TOP : 0.400 0.28 / 28 0.400 1.21 / 28 BOTT: 0.400 0.28 / 29 0.400 1.15 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15458 TOP : Longitudinal direction - Only minimum steel required. 15458 BOTT: Longitudinal direction - Only minimum steel required. 15458 TOP : Transverse direction - Only minimum steel required. 15458 BOTT: Transverse direction - Only minimum steel required. 15458 TOP : 0.400 0.06 / 29 0.400 0.87 / 28 BOTT: 0.400 0.06 / 28 0.400 0.83 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15459 TOP : Longitudinal direction - Only minimum steel required. 15459 BOTT: Longitudinal direction - Only minimum steel required. 15459 TOP : Transverse direction - Only minimum steel required. 15459 BOTT: Transverse direction - Only minimum steel required. 15459 TOP : 0.400 0.08 / 29 0.400 0.51 / 28 BOTT: 0.400 0.08 / 28 0.400 0.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15460 TOP : Longitudinal direction - Only minimum steel required. 15460 BOTT: Longitudinal direction - Only minimum steel required. 15460 TOP : Transverse direction - Only minimum steel required. 15460 BOTT: Transverse direction - Only minimum steel required. 15460 TOP : 0.400 0.09 / 29 0.400 0.31 / 28 BOTT: 0.400 0.09 / 28 0.400 0.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15461 TOP : Longitudinal direction - Only minimum steel required. 15461 BOTT: Longitudinal direction - Only minimum steel required. 15461 TOP : Transverse direction - Only minimum steel required. 15461 BOTT: Transverse direction - Only minimum steel required. 15461 TOP : 0.400 0.11 / 28 0.400 0.63 / 28 BOTT: 0.400 0.11 / 29 0.400 0.61 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15462 TOP : Longitudinal direction - Only minimum steel required. 15462 BOTT: Longitudinal direction - Only minimum steel required. 15462 TOP : Transverse direction - Only minimum steel required. 15462 BOTT: Transverse direction - Only minimum steel required. 15462 TOP : 0.400 0.02 / 29 0.400 0.51 / 28 BOTT: 0.400 0.02 / 28 0.400 0.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15463 TOP : Longitudinal direction - Only minimum steel required. 15463 BOTT: Longitudinal direction - Only minimum steel required. 15463 TOP : Transverse direction - Only minimum steel required. 15463 BOTT: Transverse direction - Only minimum steel required. 15463 TOP : 0.400 0.03 / 29 0.400 0.35 / 28 BOTT: 0.400 0.04 / 28 0.400 0.33 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15464 TOP : Longitudinal direction - Only minimum steel required. 15464 BOTT: Longitudinal direction - Only minimum steel required. 15464 TOP : Transverse direction - Only minimum steel required. 15464 BOTT: Transverse direction - Only minimum steel required. 15464 TOP : 0.400 0.03 / 29 0.400 0.25 / 28 BOTT: 0.400 0.03 / 28 0.400 0.24 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15465 TOP : Longitudinal direction - Only minimum steel required. 15465 BOTT: Longitudinal direction - Only minimum steel required. 15465 TOP : Transverse direction - Only minimum steel required. 15465 BOTT: Transverse direction - Only minimum steel required. 15465 TOP : 0.400 0.11 / 29 0.400 0.07 / 28 BOTT: 0.400 0.10 / 28 0.400 0.04 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15466 TOP : Longitudinal direction - Only minimum steel required.
15466 TOP : Transverse direction - Only minimum steel required. 15466 BOTT: Transverse direction - Only minimum steel required. 15466 TOP : 0.400 0.00 / 29 0.400 0.12 / 28 BOTT: 0.400 0.01 / 28 0.400 0.09 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15467 TOP : Longitudinal direction - Only minimum steel required. 15467 BOTT: Longitudinal direction - Only minimum steel required. 15467 TOP : Transverse direction - Only minimum steel required. 15467 BOTT: Transverse direction - Only minimum steel required. 15467 TOP : 0.400 0.04 / 28 0.400 0.18 / 28 BOTT: 0.400 0.04 / 29 0.400 0.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15468 TOP : Longitudinal direction - Only minimum steel required. 15468 BOTT: Longitudinal direction - Only minimum steel required. 15468 TOP : Transverse direction - Only minimum steel required. 15468 BOTT: Transverse direction - Only minimum steel required. 15468 TOP : 0.400 0.10 / 28 0.400 0.24 / 28 BOTT: 0.400 0.08 / 29 0.400 0.21 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15469 TOP : Longitudinal direction - Only minimum steel required. 15469 BOTT: Longitudinal direction - Only minimum steel required. 15469 TOP : Transverse direction - Only minimum steel required. 15469 BOTT: Transverse direction - Only minimum steel required. 15469 TOP : 0.400 0.34 / 29 0.400 0.62 / 29 BOTT: 0.400 0.34 / 28 0.400 0.57 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15470 TOP : Longitudinal direction - Only minimum steel required. 15470 BOTT: Longitudinal direction - Only minimum steel required. 15470 TOP : Transverse direction - Only minimum steel required. 15470 BOTT: Transverse direction - Only minimum steel required. 15470 TOP : 0.400 0.03 / 28 0.400 0.31 / 29 BOTT: 0.400 0.03 / 29 0.400 0.30 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15471 TOP : Longitudinal direction - Only minimum steel required. 15471 BOTT: Longitudinal direction - Only minimum steel required. 15471 TOP : Transverse direction - Only minimum steel required. 15471 BOTT: Transverse direction - Only minimum steel required. 15471 TOP : 0.400 0.11 / 28 0.400 0.02 / 28 BOTT: 0.400 0.11 / 29 0.400 0.00 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15472 TOP : Longitudinal direction - Only minimum steel required. 15472 BOTT: Longitudinal direction - Only minimum steel required. 15472 TOP : Transverse direction - Only minimum steel required. 15472 BOTT: Transverse direction - Only minimum steel required. 15472 TOP : 0.400 0.20 / 28 0.400 0.22 / 28 BOTT: 0.400 0.18 / 29 0.400 0.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15473 TOP : Longitudinal direction - Only minimum steel required. 15473 BOTT: Longitudinal direction - Only minimum steel required. 15473 TOP : Transverse direction - Only minimum steel required. 15473 BOTT: Transverse direction - Only minimum steel required. 15473 TOP : 0.400 0.48 / 29 0.400 1.26 / 29 BOTT: 0.400 0.49 / 28 0.400 1.29 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15474 TOP : Longitudinal direction - Only minimum steel required. 15474 BOTT: Longitudinal direction - Only minimum steel required. 15474 TOP : Transverse direction - Only minimum steel required. 15474 BOTT: Transverse direction - Only minimum steel required. 15474 TOP : 0.400 0.05 / 28 0.400 0.52 / 29 BOTT: 0.400 0.05 / 29 0.400 0.56 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15475 TOP : Longitudinal direction - Only minimum steel required. 15475 BOTT: Longitudinal direction - Only minimum steel required. 15475 TOP : Transverse direction - Only minimum steel required. 15475 BOTT: Transverse direction - Only minimum steel required. 15475 TOP : 0.400 0.15 / 28 0.400 0.06 / 29 BOTT: 0.400 0.13 / 29 0.400 0.11 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15476 TOP : Longitudinal direction - Only minimum steel required.
15476 BOTT: Longitudinal direction - Only minimum steel required. 15476 TOP : Transverse direction - Only minimum steel required. 15476 BOTT: Transverse direction - Only minimum steel required. 15476 TOP : 0.400 0.20 / 28 0.400 0.05 / 28 BOTT: 0.400 0.21 / 29 0.400 0.13 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15477 TOP : Longitudinal direction - Only minimum steel required. 15477 BOTT: Longitudinal direction - Only minimum steel required. 15477 TOP : Transverse direction - Only minimum steel required. 15477 BOTT: Transverse direction - Only minimum steel required. 15477 TOP : 0.400 0.35 / 29 0.400 0.84 / 29 BOTT: 0.400 0.37 / 28 0.400 0.99 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15478 TOP : Longitudinal direction - Only minimum steel required. 15478 BOTT: Longitudinal direction - Only minimum steel required. 15478 TOP : Transverse direction - Only minimum steel required. 15478 BOTT: Transverse direction - Only minimum steel required. 15478 TOP : 0.400 0.04 / 28 0.400 0.32 / 29 BOTT: 0.400 0.02 / 29 0.400 0.36 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15479 TOP : Longitudinal direction - Only minimum steel required. 15479 BOTT: Longitudinal direction - Only minimum steel required. 15479 TOP : Transverse direction - Only minimum steel required. 15479 BOTT: Transverse direction - Only minimum steel required. 15479 TOP : 0.400 0.11 / 28 0.400 0.00 / 27 BOTT: 0.400 0.10 / 29 0.400 0.05 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15480 TOP : Longitudinal direction - Only minimum steel required. 15480 BOTT: Longitudinal direction - Only minimum steel required. 15480 TOP : Transverse direction - Only minimum steel required. 15480 BOTT: Transverse direction - Only minimum steel required. 15480 TOP : 0.400 0.14 / 28 0.400 0.00 / 27 BOTT: 0.400 0.16 / 29 0.400 0.13 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15481 TOP : Longitudinal direction - Only minimum steel required. 15481 BOTT: Longitudinal direction - Only minimum steel required. 15481 TOP : Transverse direction - Only minimum steel required. 15481 BOTT: Transverse direction - Only minimum steel required. 15481 TOP : 0.400 0.08 / 29 0.400 0.14 / 28 BOTT: 0.400 0.10 / 28 0.400 0.15 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15482 TOP : Longitudinal direction - Only minimum steel required. 15482 BOTT: Longitudinal direction - Only minimum steel required. 15482 TOP : Transverse direction - Only minimum steel required. 15482 BOTT: Transverse direction - Only minimum steel required. 15482 TOP : 0.400 0.03 / 29 0.400 0.07 / 28 BOTT: 0.400 0.02 / 28 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15483 TOP : Longitudinal direction - Only minimum steel required. 15483 BOTT: Longitudinal direction - Only minimum steel required. 15483 TOP : Transverse direction - Only minimum steel required. 15483 BOTT: Transverse direction - Only minimum steel required. 15483 TOP : 0.400 0.04 / 28 0.400 0.09 / 28 BOTT: 0.400 0.03 / 29 0.400 0.09 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15484 TOP : Longitudinal direction - Only minimum steel required. 15484 BOTT: Longitudinal direction - Only minimum steel required. 15484 TOP : Transverse direction - Only minimum steel required. 15484 BOTT: Transverse direction - Only minimum steel required. 15484 TOP : 0.400 0.09 / 28 0.400 0.18 / 28 BOTT: 0.400 0.10 / 29 0.400 0.14 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15485 TOP : Longitudinal direction - Only minimum steel required. 15485 BOTT: Longitudinal direction - Only minimum steel required. 15485 TOP : Transverse direction - Only minimum steel required. 15485 BOTT: Transverse direction - Only minimum steel required. 15485 TOP : 0.400 0.14 / 28 0.400 1.02 / 28 BOTT: 0.400 0.14 / 29 0.400 1.03 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM
15486 TOP : Longitudinal direction - Only minimum steel required. 15486 BOTT: Longitudinal direction - Only minimum steel required. 15486 TOP : Transverse direction - Only minimum steel required. 15486 BOTT: Transverse direction - Only minimum steel required. 15486 TOP : 0.400 0.06 / 29 0.400 0.50 / 28 BOTT: 0.400 0.07 / 28 0.400 0.50 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15487 TOP : Longitudinal direction - Only minimum steel required. 15487 BOTT: Longitudinal direction - Only minimum steel required. 15487 TOP : Transverse direction - Only minimum steel required. 15487 BOTT: Transverse direction - Only minimum steel required. 15487 TOP : 0.400 0.01 / 29 0.400 0.25 / 28 BOTT: 0.400 0.02 / 28 0.400 0.24 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15488 TOP : Longitudinal direction - Only minimum steel required. 15488 BOTT: Longitudinal direction - Only minimum steel required. 15488 TOP : Transverse direction - Only minimum steel required. 15488 BOTT: Transverse direction - Only minimum steel required. 15488 TOP : 0.400 0.04 / 28 0.400 0.20 / 28 BOTT: 0.400 0.03 / 29 0.400 0.16 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15489 TOP : Longitudinal direction - Only minimum steel required. 15489 BOTT: Longitudinal direction - Only minimum steel required. 15489 TOP : Transverse direction - Only minimum steel required. 15489 BOTT: Transverse direction - Only minimum steel required. 15489 TOP : 0.400 0.25 / 28 0.400 1.26 / 28 BOTT: 0.400 0.24 / 29 0.400 1.20 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15490 TOP : Longitudinal direction - Only minimum steel required. 15490 BOTT: Longitudinal direction - Only minimum steel required. 15490 TOP : Transverse direction - Only minimum steel required. 15490 BOTT: Transverse direction - Only minimum steel required. 15490 TOP : 0.400 0.06 / 29 0.400 0.69 / 28 BOTT: 0.400 0.07 / 28 0.400 0.66 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15491 TOP : Longitudinal direction - Only minimum steel required. 15491 BOTT: Longitudinal direction - Only minimum steel required. 15491 TOP : Transverse direction - Only minimum steel required. 15491 BOTT: Transverse direction - Only minimum steel required. 15491 TOP : 0.400 0.05 / 29 0.400 0.32 / 28 BOTT: 0.400 0.05 / 28 0.400 0.30 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15492 TOP : Longitudinal direction - Only minimum steel required. 15492 BOTT: Longitudinal direction - Only minimum steel required. 15492 TOP : Transverse direction - Only minimum steel required. 15492 BOTT: Transverse direction - Only minimum steel required. 15492 TOP : 0.400 0.04 / 29 0.400 0.18 / 28 BOTT: 0.400 0.02 / 28 0.400 0.15 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15493 TOP : Longitudinal direction - Only minimum steel required. 15493 BOTT: Longitudinal direction - Only minimum steel required. 15493 TOP : Transverse direction - Only minimum steel required. 15493 BOTT: Transverse direction - Only minimum steel required. 15493 TOP : 0.400 0.15 / 28 0.400 0.66 / 28 BOTT: 0.400 0.14 / 29 0.400 0.62 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15494 TOP : Longitudinal direction - Only minimum steel required. 15494 BOTT: Longitudinal direction - Only minimum steel required. 15494 TOP : Transverse direction - Only minimum steel required. 15494 BOTT: Transverse direction - Only minimum steel required. 15494 TOP : 0.400 0.05 / 29 0.400 0.48 / 28 BOTT: 0.400 0.05 / 28 0.400 0.44 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15495 TOP : Longitudinal direction - Only minimum steel required. 15495 BOTT: Longitudinal direction - Only minimum steel required. 15495 TOP : Transverse direction - Only minimum steel required. 15495 BOTT: Transverse direction - Only minimum steel required. 15495 TOP : 0.400 0.03 / 29 0.400 0.28 / 28 BOTT: 0.400 0.02 / 28 0.400 0.25 / 29
COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15496 TOP : Longitudinal direction - Only minimum steel required. 15496 BOTT: Longitudinal direction - Only minimum steel required. 15496 TOP : Transverse direction - Only minimum steel required. 15496 BOTT: Transverse direction - Only minimum steel required. 15496 TOP : 0.400 0.02 / 29 0.400 0.15 / 28 BOTT: 0.400 0.01 / 28 0.400 0.13 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15497 TOP : Longitudinal direction - Only minimum steel required. 15497 BOTT: Longitudinal direction - Only minimum steel required. 15497 TOP : Transverse direction - Only minimum steel required. 15497 BOTT: Transverse direction - Only minimum steel required. 15497 TOP : 0.400 0.05 / 29 0.400 0.11 / 28 BOTT: 0.400 0.05 / 28 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15498 TOP : Longitudinal direction - Only minimum steel required. 15498 BOTT: Longitudinal direction - Only minimum steel required. 15498 TOP : Transverse direction - Only minimum steel required. 15498 BOTT: Transverse direction - Only minimum steel required. 15498 TOP : 0.400 0.02 / 29 0.400 0.12 / 28 BOTT: 0.400 0.02 / 28 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15499 TOP : Longitudinal direction - Only minimum steel required. 15499 BOTT: Longitudinal direction - Only minimum steel required. 15499 TOP : Transverse direction - Only minimum steel required. 15499 BOTT: Transverse direction - Only minimum steel required. 15499 TOP : 0.400 0.04 / 28 0.400 0.13 / 28 BOTT: 0.400 0.04 / 29 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15500 TOP : Longitudinal direction - Only minimum steel required. 15500 BOTT: Longitudinal direction - Only minimum steel required. 15500 TOP : Transverse direction - Only minimum steel required. 15500 BOTT: Transverse direction - Only minimum steel required. 15500 TOP : 0.400 0.11 / 28 0.400 0.13 / 28 BOTT: 0.400 0.09 / 29 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15501 TOP : Longitudinal direction - Only minimum steel required. 15501 BOTT: Longitudinal direction - Only minimum steel required. 15501 TOP : Transverse direction - Only minimum steel required. 15501 BOTT: Transverse direction - Only minimum steel required. 15501 TOP : 0.400 0.25 / 29 0.400 0.45 / 29 BOTT: 0.400 0.26 / 28 0.400 0.45 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15502 TOP : Longitudinal direction - Only minimum steel required. 15502 BOTT: Longitudinal direction - Only minimum steel required. 15502 TOP : Transverse direction - Only minimum steel required. 15502 BOTT: Transverse direction - Only minimum steel required. 15502 TOP : 0.400 0.01 / 29 0.400 0.27 / 29 BOTT: 0.400 0.00 / 28 0.400 0.26 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15503 TOP : Longitudinal direction - Only minimum steel required. 15503 BOTT: Longitudinal direction - Only minimum steel required. 15503 TOP : Transverse direction - Only minimum steel required. 15503 BOTT: Transverse direction - Only minimum steel required. 15503 TOP : 0.400 0.12 / 28 0.400 0.06 / 29 BOTT: 0.400 0.11 / 29 0.400 0.03 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15504 TOP : Longitudinal direction - Only minimum steel required. 15504 BOTT: Longitudinal direction - Only minimum steel required. 15504 TOP : Transverse direction - Only minimum steel required. 15504 BOTT: Transverse direction - Only minimum steel required. 15504 TOP : 0.400 0.22 / 28 0.400 0.13 / 28 BOTT: 0.400 0.20 / 29 0.400 0.06 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15505 TOP : Longitudinal direction - Only minimum steel required. 15505 BOTT: Longitudinal direction - Only minimum steel required. 15505 TOP : Transverse direction - Only minimum steel required. 15505 BOTT: Transverse direction - Only minimum steel required. 15505 TOP : 0.400 0.41 / 29 0.400 0.99 / 29 BOTT: 0.400 0.42 / 28 0.400 1.07 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15506 TOP : Longitudinal direction - Only minimum steel required. 15506 BOTT: Longitudinal direction - Only minimum steel required. 15506 TOP : Transverse direction - Only minimum steel required. 15506 BOTT: Transverse direction - Only minimum steel required. 15506 TOP : 0.400 0.01 / 25 0.400 0.48 / 29 BOTT: 0.400 0.00 / 27 0.400 0.56 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15507 TOP : Longitudinal direction - Only minimum steel required. 15507 BOTT: Longitudinal direction - Only minimum steel required. 15507 TOP : Transverse direction - Only minimum steel required. 15507 BOTT: Transverse direction - Only minimum steel required. 15507 TOP : 0.400 0.16 / 28 0.400 0.13 / 29 BOTT: 0.400 0.15 / 29 0.400 0.22 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15508 TOP : Longitudinal direction - Only minimum steel required. 15508 BOTT: Longitudinal direction - Only minimum steel required. 15508 TOP : Transverse direction - Only minimum steel required. 15508 BOTT: Transverse direction - Only minimum steel required. 15508 TOP : 0.400 0.25 / 28 0.400 0.00 / 27 BOTT: 0.400 0.25 / 29 0.400 0.08 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15509 TOP : Longitudinal direction - Only minimum steel required. 15509 BOTT: Longitudinal direction - Only minimum steel required. 15509 TOP : Transverse direction - Only minimum steel required. 15509 BOTT: Transverse direction - Only minimum steel required. 15509 TOP : 0.400 0.35 / 29 0.400 0.62 / 29 BOTT: 0.400 0.36 / 28 0.400 0.73 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15510 TOP : Longitudinal direction - Only minimum steel required. 15510 BOTT: Longitudinal direction - Only minimum steel required. 15510 TOP : Transverse direction - Only minimum steel required. 15510 BOTT: Transverse direction - Only minimum steel required. 15510 TOP : 0.400 0.02 / 29 0.400 0.30 / 29 BOTT: 0.400 0.02 / 28 0.400 0.36 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15511 TOP : Longitudinal direction - Only minimum steel required. 15511 BOTT: Longitudinal direction - Only minimum steel required. 15511 TOP : Transverse direction - Only minimum steel required. 15511 BOTT: Transverse direction - Only minimum steel required. 15511 TOP : 0.400 0.14 / 28 0.400 0.07 / 29 BOTT: 0.400 0.13 / 29 0.400 0.15 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15512 TOP : Longitudinal direction - Only minimum steel required. 15512 BOTT: Longitudinal direction - Only minimum steel required. 15512 TOP : Transverse direction - Only minimum steel required. 15512 BOTT: Transverse direction - Only minimum steel required. 15512 TOP : 0.400 0.23 / 28 0.400 0.00 / 27 BOTT: 0.400 0.24 / 29 0.400 0.09 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15513 TOP : Longitudinal direction - Only minimum steel required. 15513 BOTT: Longitudinal direction - Only minimum steel required. 15513 TOP : Transverse direction - Only minimum steel required. 15513 BOTT: Transverse direction - Only minimum steel required. 15513 TOP : 0.400 0.12 / 29 0.400 0.35 / 28 BOTT: 0.400 0.12 / 28 0.400 0.33 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15514 TOP : Longitudinal direction - Only minimum steel required. 15514 BOTT: Longitudinal direction - Only minimum steel required. 15514 TOP : Transverse direction - Only minimum steel required. 15514 BOTT: Transverse direction - Only minimum steel required. 15514 TOP : 0.400 0.06 / 29 0.400 0.10 / 28 BOTT: 0.400 0.06 / 28 0.400 0.10 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15515 TOP : Longitudinal direction - Only minimum steel required. 15515 BOTT: Longitudinal direction - Only minimum steel required. 15515 TOP : Transverse direction - Only minimum steel required. 15515 BOTT: Transverse direction - Only minimum steel required. 15515 TOP : 0.400 0.07 / 28 0.400 0.06 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15516 TOP : Longitudinal direction - Only minimum steel required. 15516 BOTT: Longitudinal direction - Only minimum steel required. 15516 TOP : Transverse direction - Only minimum steel required. 15516 BOTT: Transverse direction - Only minimum steel required. 15516 TOP : 0.400 0.20 / 28 0.400 0.12 / 28 BOTT: 0.400 0.19 / 29 0.400 0.05 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15517 TOP : Longitudinal direction - Only minimum steel required. 15517 BOTT: Longitudinal direction - Only minimum steel required. 15517 TOP : Transverse direction - Only minimum steel required. 15517 BOTT: Transverse direction - Only minimum steel required. 15517 TOP : 0.400 0.03 / 28 0.400 0.72 / 28 BOTT: 0.400 0.02 / 29 0.400 0.68 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15518 TOP : Longitudinal direction - Only minimum steel required. 15518 BOTT: Longitudinal direction - Only minimum steel required. 15518 TOP : Transverse direction - Only minimum steel required. 15518 BOTT: Transverse direction - Only minimum steel required. 15518 TOP : 0.400 0.07 / 29 0.400 0.34 / 28 BOTT: 0.400 0.09 / 28 0.400 0.31 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15519 TOP : Longitudinal direction - Only minimum steel required. 15519 BOTT: Longitudinal direction - Only minimum steel required. 15519 TOP : Transverse direction - Only minimum steel required. 15519 BOTT: Transverse direction - Only minimum steel required. 15519 TOP : 0.400 0.05 / 25 0.400 0.15 / 28 BOTT: 0.400 0.05 / 29 0.400 0.11 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15520 TOP : Longitudinal direction - Only minimum steel required. 15520 BOTT: Longitudinal direction - Only minimum steel required. 15520 TOP : Transverse direction - Only minimum steel required. 15520 BOTT: Transverse direction - Only minimum steel required. 15520 TOP : 0.400 0.16 / 28 0.400 0.11 / 28 BOTT: 0.400 0.14 / 29 0.400 0.06 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15521 TOP : Longitudinal direction - Only minimum steel required. 15521 BOTT: Longitudinal direction - Only minimum steel required. 15521 TOP : Transverse direction - Only minimum steel required. 15521 BOTT: Transverse direction - Only minimum steel required. 15521 TOP : 0.400 0.04 / 28 0.400 0.52 / 28 BOTT: 0.400 0.03 / 29 0.400 0.48 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15522 TOP : Longitudinal direction - Only minimum steel required. 15522 BOTT: Longitudinal direction - Only minimum steel required. 15522 TOP : Transverse direction - Only minimum steel required. 15522 BOTT: Transverse direction - Only minimum steel required. 15522 TOP : 0.400 0.09 / 25 0.400 0.35 / 28 BOTT: 0.400 0.06 / 28 0.400 0.31 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15523 TOP : Longitudinal direction - Only minimum steel required. 15523 BOTT: Longitudinal direction - Only minimum steel required. 15523 TOP : Transverse direction - Only minimum steel required. 15523 BOTT: Transverse direction - Only minimum steel required. 15523 TOP : 0.400 0.07 / 25 0.400 0.17 / 28 BOTT: 0.400 0.05 / 29 0.400 0.14 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15524 TOP : Longitudinal direction - Only minimum steel required. 15524 BOTT: Longitudinal direction - Only minimum steel required. 15524 TOP : Transverse direction - Only minimum steel required. 15524 BOTT: Transverse direction - Only minimum steel required. 15524 TOP : 0.400 0.12 / 28 0.400 0.09 / 28 BOTT: 0.400 0.12 / 29 0.400 0.07 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15525 TOP : Longitudinal direction - Only minimum steel required. 15525 BOTT: Longitudinal direction - Only minimum steel required. 15525 TOP : Transverse direction - Only minimum steel required. 15525 BOTT: Transverse direction - Only minimum steel required.
BOTT: 0.400 0.02 / 28 0.400 0.22 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15526 TOP : Longitudinal direction - Only minimum steel required. 15526 BOTT: Longitudinal direction - Only minimum steel required. 15526 TOP : Transverse direction - Only minimum steel required. 15526 BOTT: Transverse direction - Only minimum steel required. 15526 TOP : 0.400 0.13 / 25 0.400 0.19 / 28 BOTT: 0.400 0.03 / 28 0.400 0.17 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15527 TOP : Longitudinal direction - Only minimum steel required. 15527 BOTT: Longitudinal direction - Only minimum steel required. 15527 TOP : Transverse direction - Only minimum steel required. 15527 BOTT: Transverse direction - Only minimum steel required. 15527 TOP : 0.400 0.09 / 25 0.400 0.11 / 28 BOTT: 0.400 0.08 / 29 0.400 0.09 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15528 TOP : Longitudinal direction - Only minimum steel required. 15528 BOTT: Longitudinal direction - Only minimum steel required. 15528 TOP : Transverse direction - Only minimum steel required. 15528 BOTT: Transverse direction - Only minimum steel required. 15528 TOP : 0.400 0.13 / 28 0.400 0.06 / 28 BOTT: 0.400 0.13 / 29 0.400 0.05 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15529 TOP : Longitudinal direction - Only minimum steel required. 15529 BOTT: Longitudinal direction - Only minimum steel required. 15529 TOP : Transverse direction - Only minimum steel required. 15529 BOTT: Transverse direction - Only minimum steel required. 15529 TOP : 0.400 0.13 / 29 0.400 0.05 / 29 BOTT: 0.400 0.12 / 28 0.400 0.01 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15530 TOP : Longitudinal direction - Only minimum steel required. 15530 BOTT: Longitudinal direction - Only minimum steel required. 15530 TOP : Transverse direction - Only minimum steel required. 15530 BOTT: Transverse direction - Only minimum steel required. 15530 TOP : 0.400 0.21 / 25 0.400 0.02 / 29 BOTT: 0.400 0.03 / 21 0.400 0.03 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15531 TOP : Longitudinal direction - Only minimum steel required. 15531 BOTT: Longitudinal direction - Only minimum steel required. 15531 TOP : Transverse direction - Only minimum steel required. 15531 BOTT: Transverse direction - Only minimum steel required. 15531 TOP : 0.400 0.16 / 25 0.400 0.03 / 28 BOTT: 0.400 0.13 / 29 0.400 0.05 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15532 TOP : Longitudinal direction - Only minimum steel required. 15532 BOTT: Longitudinal direction - Only minimum steel required. 15532 TOP : Transverse direction - Only minimum steel required. 15532 BOTT: Transverse direction - Only minimum steel required. 15532 TOP : 0.400 0.19 / 28 0.400 0.05 / 28 BOTT: 0.400 0.18 / 29 0.400 0.05 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15533 TOP : Longitudinal direction - Only minimum steel required. 15533 BOTT: Longitudinal direction - Only minimum steel required. 15533 TOP : Transverse direction - Only minimum steel required. 15533 BOTT: Transverse direction - Only minimum steel required. 15533 TOP : 0.400 0.27 / 29 0.400 0.34 / 29 BOTT: 0.400 0.24 / 28 0.400 0.30 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15534 TOP : Longitudinal direction - Only minimum steel required. 15534 BOTT: Longitudinal direction - Only minimum steel required. 15534 TOP : Transverse direction - Only minimum steel required. 15534 BOTT: Transverse direction - Only minimum steel required. 15534 TOP : 0.400 0.34 / 25 0.400 0.17 / 29 BOTT: 0.400 0.07 / 29 0.400 0.17 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15535 TOP : Longitudinal direction - Only minimum steel required. 15535 BOTT: Longitudinal direction - Only minimum steel required. 15535 TOP : Transverse direction - Only minimum steel required. 15535 BOTT: Transverse direction - Only minimum steel required.
15535 TOP : 0.400 0.27 / 25 0.400 0.03 / 29 BOTT: 0.400 0.19 / 29 0.400 0.06 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15536 TOP : Longitudinal direction - Only minimum steel required. 15536 BOTT: Longitudinal direction - Only minimum steel required. 15536 TOP : Transverse direction - Only minimum steel required. 15536 BOTT: Transverse direction - Only minimum steel required. 15536 TOP : 0.400 0.24 / 28 0.400 0.04 / 28 BOTT: 0.400 0.22 / 29 0.400 0.04 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15537 TOP : Longitudinal direction - Only minimum steel required. 15537 BOTT: Longitudinal direction - Only minimum steel required. 15537 TOP : Transverse direction - Only minimum steel required. 15537 BOTT: Transverse direction - Only minimum steel required. 15537 TOP : 0.400 0.39 / 29 0.400 0.58 / 29 BOTT: 0.400 0.36 / 28 0.400 0.59 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15538 TOP : Longitudinal direction - Only minimum steel required. 15538 BOTT: Longitudinal direction - Only minimum steel required. 15538 TOP : Transverse direction - Only minimum steel required. 15538 BOTT: Transverse direction - Only minimum steel required. 15538 TOP : 0.400 0.54 / 25 0.400 0.42 / 25 BOTT: 0.400 0.11 / 29 0.400 0.27 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15539 TOP : Longitudinal direction - Only minimum steel required. 15539 BOTT: Longitudinal direction - Only minimum steel required. 15539 TOP : Transverse direction - Only minimum steel required. 15539 BOTT: Transverse direction - Only minimum steel required. 15539 TOP : 0.400 0.47 / 25 0.400 0.37 / 25 BOTT: 0.400 0.26 / 29 0.400 0.14 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15540 TOP : Longitudinal direction - Only minimum steel required. 15540 BOTT: Longitudinal direction - Only minimum steel required. 15540 TOP : Transverse direction - Only minimum steel required. 15540 BOTT: Transverse direction - Only minimum steel required. 15540 TOP : 0.400 0.24 / 28 0.400 0.09 / 25 BOTT: 0.400 0.35 / 25 0.400 0.08 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15541 TOP : Longitudinal direction - Only minimum steel required. 15541 BOTT: Longitudinal direction - Only minimum steel required. 15541 TOP : Transverse direction - Only minimum steel required. 15541 BOTT: Transverse direction - Only minimum steel required. 15541 TOP : 0.400 0.31 / 29 0.400 0.39 / 29 BOTT: 0.400 0.32 / 28 0.400 0.46 / 28
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15542 TOP : Longitudinal direction - Only minimum steel required. 15542 BOTT: Longitudinal direction - Only minimum steel required. 15542 TOP : Transverse direction - Only minimum steel required. 15542 BOTT: Transverse direction - Only minimum steel required. 15542 TOP : 0.400 0.62 / 25 0.400 1.61 / 25 BOTT: 0.400 0.08 / 29 0.400 0.28 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15543 TOP : Longitudinal direction - Only minimum steel required. 15543 BOTT: Longitudinal direction - Only minimum steel required. 15543 TOP : Transverse direction - Only minimum steel required. 15543 BOTT: Transverse direction - Only minimum steel required. 15543 TOP : 0.400 0.56 / 25 0.400 1.57 / 25 BOTT: 0.400 0.24 / 29 0.400 0.40 / 29
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15544 TOP : Longitudinal direction - Only minimum steel required. 15544 BOTT: Longitudinal direction - Only minimum steel required. 15544 TOP : Transverse direction - Only minimum steel required. 15544 BOTT: Transverse direction - Only minimum steel required. 15544 TOP : 0.400 0.19 / 28 0.400 0.03 / 25 BOTT: 0.400 0.28 / 25 0.400 0.10 / 22
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15545 TOP : Longitudinal direction - Only minimum steel required. 15545 BOTT: Longitudinal direction - Only minimum steel required.
15545 BOTT: Transverse direction - Only minimum steel required. 15545 TOP : 0.400 0.09 / 29 0.400 0.18 / 29 BOTT: 0.400 0.30 / 22 0.400 0.13 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15546 TOP : Longitudinal direction - Only minimum steel required. 15546 BOTT: Longitudinal direction - Only minimum steel required. 15546 TOP : Transverse direction - Only minimum steel required. 15546 BOTT: Transverse direction - Only minimum steel required. 15546 TOP : 0.400 0.62 / 22 0.400 0.72 / 29 BOTT: 0.400 0.35 / 25 0.400 1.76 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15547 TOP : Longitudinal direction - Only minimum steel required. 15547 BOTT: Longitudinal direction - Only minimum steel required. 15547 TOP : Transverse direction - Only minimum steel required. 15547 BOTT: Transverse direction - Only minimum steel required. 15547 TOP : 0.400 0.46 / 22 0.400 0.63 / 29 BOTT: 0.400 0.38 / 25 0.400 1.72 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15548 TOP : Longitudinal direction - Only minimum steel required. 15548 BOTT: Longitudinal direction - Only minimum steel required. 15548 TOP : Transverse direction - Only minimum steel required. 15548 BOTT: Transverse direction - Only minimum steel required. 15548 TOP : 0.400 0.14 / 28 0.400 0.05 / 28 BOTT: 0.400 0.57 / 22 0.400 0.08 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15549 TOP : Longitudinal direction - Only minimum steel required. 15549 BOTT: Longitudinal direction - Only minimum steel required. 15549 TOP : Transverse direction - Only minimum steel required. 15549 BOTT: Transverse direction - Only minimum steel required. 15549 TOP : 0.400 0.13 / 25 0.400 0.63 / 22 BOTT: 0.400 0.26 / 22 0.400 0.09 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15550 TOP : Longitudinal direction - Only minimum steel required. 15550 BOTT: Longitudinal direction - Only minimum steel required. 15550 TOP : Transverse direction - Only minimum steel required. 15550 BOTT: Transverse direction - Only minimum steel required. 15550 TOP : 0.400 0.82 / 22 0.400 1.65 / 22 BOTT: 0.400 0.20 / 25 0.400 0.24 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15551 TOP : Longitudinal direction - Only minimum steel required. 15551 BOTT: Longitudinal direction - Only minimum steel required. 15551 TOP : Transverse direction - Only minimum steel required. 15551 BOTT: Transverse direction - Only minimum steel required. 15551 TOP : 0.400 0.66 / 22 0.400 1.45 / 22 BOTT: 0.400 0.22 / 25 0.400 0.24 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15552 TOP : Longitudinal direction - Only minimum steel required. 15552 BOTT: Longitudinal direction - Only minimum steel required. 15552 TOP : Transverse direction - Only minimum steel required. 15552 BOTT: Transverse direction - Only minimum steel required. 15552 TOP : 0.400 0.17 / 25 0.400 0.45 / 22 BOTT: 0.400 0.58 / 22 0.400 0.09 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15553 TOP : Longitudinal direction - Only minimum steel required. 15553 BOTT: Longitudinal direction - Only minimum steel required. 15553 TOP : Transverse direction - Only minimum steel required. 15553 BOTT: Transverse direction - Only minimum steel required. 15553 TOP : 0.400 1.33 / 22 0.400 1.96 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15554 TOP : Longitudinal direction - Only minimum steel required. 15554 BOTT: Longitudinal direction - Only minimum steel required. 15554 TOP : Transverse direction - Only minimum steel required. 15554 BOTT: Transverse direction - Only minimum steel required. 15554 TOP : 0.400 0.70 / 22 0.400 2.62 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15555 TOP : Longitudinal direction - Only minimum steel required. 15555 BOTT: Longitudinal direction - Only minimum steel required.
15555 TOP : Transverse direction - Only minimum steel required. 15555 BOTT: Transverse direction - Only minimum steel required. 15555 TOP : 0.400 1.91 / 22 0.400 0.41 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15556 TOP : Longitudinal direction - Only minimum steel required. 15556 BOTT: Longitudinal direction - Only minimum steel required. 15556 TOP : Transverse direction - Only minimum steel required. 15556 BOTT: Transverse direction - Only minimum steel required. 15556 TOP : 0.400 1.57 / 22 0.400 0.61 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15557 TOP : Longitudinal direction - Only minimum steel required. 15557 BOTT: Longitudinal direction - Only minimum steel required. 15557 TOP : Transverse direction - Only minimum steel required. 15557 BOTT: Transverse direction - Only minimum steel required. 15557 TOP : 0.400 0.67 / 22 0.400 2.53 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 25
FY: 411.997 MPA FC: 24.525 MPA COVER (TOP): 25.000 MM COVER (BOTTOM): 25.000 MM TH: 200.000 MM 15558 TOP : Longitudinal direction - Only minimum steel required. 15558 BOTT: Longitudinal direction - Only minimum steel required. 15558 TOP : Transverse direction - Only minimum steel required. 15558 BOTT: Transverse direction - Only minimum steel required. 15558 TOP : 0.400 2.76 / 22 0.400 0.52 / 22 BOTT: 0.400 0.00 / 22 0.400 0.00 / 25
***************************END OF ELEMENT DESIGN***************************
1284. DESIGN COLUMN 12414 TO 12417 12422 TO 12425 12430 TO 12433 12438 TO 12441 - 1285. 12446 TO 12449 12454 TO 12457 12462 TO 12465 12482 TO 12491 12507 12508 - 1286. 12512 TO 12515 12518 12520 12522 12524 12526 12528 12530 12531 - 1287. 12536 TO 12545 12767 TO 12770 12818 TO 12823 12849 TO 12854 12880 TO 12883 - 1288. 12911 TO 12916 12942 TO 12947 12973 TO 12976 13004 TO 13009 13133 TO 13138 - 1289. 13174 TO 13177 13374 TO 13377 13406 TO 13411 13435 TO 13440 13464 TO 13469 - 1290. 13493 13494 13497 13498 13525 TO 13530 13554 TO 13559 13583 TO 13588 13612 - 1291. 13613 TO 13617 13641 TO 13646 13670 TO 13675 13699 TO 13704 13728 13729 13732 - 1292. 13733 13760 TO 13765 13789 TO 13794 13818 TO 13823 13847 TO 13852 13876 - 1293. 13877 13880 13881 13908 TO 13913 13937 TO 13942 13966 TO 13971 13995 13996 - 1294. 13999 14000 14027 TO 14032 14058 TO 14063 14087 TO 14092 14116 TO 14121 - 1295. 14145 14146 14172 TO 14175 14204 TO 14207
====================================================================
COLUMN NO. 12414 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 203.36 4.25 0.04648 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 203.36 1.03 0.01128 --------------------------------------------------------
====================================================================
COLUMN NO. 12415 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 203.92 4.87 0.05306 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 203.92 1.71 0.01868 --------------------------------------------------------
====================================================================
COLUMN NO. 12416 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 206.88 3.59 0.03858 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 206.88 0.87 0.00937 --------------------------------------------------------
====================================================================
COLUMN NO. 12417 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 210.89 3.25 0.03429
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 210.89 0.99 0.01039 --------------------------------------------------------
====================================================================
COLUMN NO. 12422 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 88.94 0.24 0.00540 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 88.94 0.23 0.00524 --------------------------------------------------------
====================================================================
COLUMN NO. 12423 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 89.55 0.25 0.00549 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 89.55 0.26 0.00586 --------------------------------------------------------
====================================================================
COLUMN NO. 12424 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 79.74 0.37 0.00932 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 79.74 0.07 0.00180 --------------------------------------------------------
====================================================================
COLUMN NO. 12425 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 80.46 0.37 0.00929 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 80.46 0.08 0.00210 --------------------------------------------------------
====================================================================
COLUMN NO. 12430 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 79.61 0.30 0.00698 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 79.61 0.08 0.00175 --------------------------------------------------------
====================================================================
COLUMN NO. 12431 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 80.18 0.30 0.00695 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 80.18 0.08 0.00191 --------------------------------------------------------
====================================================================
COLUMN NO. 12432 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 68.26 0.11 0.00293 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 68.26 0.02 0.00064 --------------------------------------------------------
====================================================================
COLUMN NO. 12433 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 69.06 0.11 0.00300 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 69.06 0.03 0.00071 --------------------------------------------------------
====================================================================
COLUMN NO. 12438 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 64.56 0.06 0.00216 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 64.56 0.07 0.00258 --------------------------------------------------------
====================================================================
COLUMN NO. 12439 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 65.01 0.05 0.00199 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0
M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 65.01 0.08 0.00283 --------------------------------------------------------
====================================================================
COLUMN NO. 12440 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 55.29 0.07 0.00312 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 55.29 0.02 0.00102 --------------------------------------------------------
====================================================================
COLUMN NO. 12441 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 56.00 0.07 0.00313 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 56.00 0.03 0.00111 --------------------------------------------------------
====================================================================
COLUMN NO. 12446 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650
TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 50.05 0.06 0.00354 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 50.05 0.05 0.00268 --------------------------------------------------------
====================================================================
COLUMN NO. 12447 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 50.46 0.06 0.00334 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 50.46 0.05 0.00293 --------------------------------------------------------
====================================================================
COLUMN NO. 12448 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 42.65 0.05 0.00318 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 42.65 0.02 0.00128 --------------------------------------------------------
====================================================================
COLUMN NO. 12449 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 43.26 0.05 0.00321 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 43.26 0.02 0.00138 --------------------------------------------------------
====================================================================
COLUMN NO. 12454 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 34.27 0.05 0.00288 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 34.27 0.02 0.00146 --------------------------------------------------------
====================================================================
COLUMN NO. 12455 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 34.70 0.04 0.00274 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 34.70 0.03 0.00166 --------------------------------------------------------
====================================================================
COLUMN NO. 12456 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 29.08 0.03 0.00220 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 29.08 0.03 0.00189 --------------------------------------------------------
====================================================================
COLUMN NO. 12457 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 29.60 0.03 0.00221 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 29.60 0.03 0.00198 --------------------------------------------------------
COLUMN NO. 12462 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 20.12 0.04 0.00677 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 20.12 0.01 0.00114 --------------------------------------------------------
====================================================================
COLUMN NO. 12463 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 20.46 0.04 0.00622 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 20.46 0.01 0.00119 --------------------------------------------------------
====================================================================
COLUMN NO. 12464 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 16.77 0.01 0.00294 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 16.77 0.02 0.00334 --------------------------------------------------------
====================================================================
COLUMN NO. 12465 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 17.18 0.02 0.00325 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 17.18 0.02 0.00357 --------------------------------------------------------
====================================================================
COLUMN NO. 12482 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 86.51 0.10 0.00282 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 86.51 0.10 0.00302 --------------------------------------------------------
====================================================================
COLUMN NO. 12483 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 87.77 0.10 0.00283 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 87.77 0.14 0.00402 --------------------------------------------------------
====================================================================
COLUMN NO. 12484 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 70.59 0.29 0.01146 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 70.59 0.07 0.00289 --------------------------------------------------------
====================================================================
COLUMN NO. 12485 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 71.55 0.30 0.01154
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 71.55 0.10 0.00388 --------------------------------------------------------
====================================================================
COLUMN NO. 12486 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 54.64 0.06 0.00279 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 54.64 0.05 0.00239 --------------------------------------------------------
====================================================================
COLUMN NO. 12487 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 55.49 0.06 0.00279 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 55.49 0.07 0.00337 --------------------------------------------------------
====================================================================
COLUMN NO. 12488 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED
AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 39.62 0.07 0.00579 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 39.62 0.05 0.00411 --------------------------------------------------------
====================================================================
COLUMN NO. 12489 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 40.30 0.07 0.00584 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 40.30 0.06 0.00496 --------------------------------------------------------
====================================================================
COLUMN NO. 12490 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 23.85 0.04 0.00452 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 23.85 0.04 0.00379 --------------------------------------------------------
====================================================================
COLUMN NO. 12491 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 24.43 0.04 0.00436 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 24.43 0.05 0.00466 --------------------------------------------------------
====================================================================
COLUMN NO. 12507 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 8.37 0.06 0.01568 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 8.37 0.04 0.01122 --------------------------------------------------------
====================================================================
COLUMN NO. 12508 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 8.62 0.06 0.01554 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 8.62 0.03 0.00866 --------------------------------------------------------
====================================================================
COLUMN NO. 12512 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 53.76 0.11 0.00396 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 53.76 0.21 0.00766 --------------------------------------------------------
====================================================================
COLUMN NO. 12513 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 54.03 0.10 0.00370 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 54.03 0.20 0.00757 --------------------------------------------------------
====================================================================
COLUMN NO. 12514 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 39.30 0.01 0.00049 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 39.30 0.23 0.01103 --------------------------------------------------------
====================================================================
COLUMN NO. 12515 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 39.42 0.01 0.00063 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 39.42 0.24 0.01146 --------------------------------------------------------
====================================================================
COLUMN NO. 12518 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 32.50 0.00 0.00002 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 32.50 0.15 0.01081 --------------------------------------------------------
====================================================================
COLUMN NO. 12520 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 32.60 0.00 0.00009 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 32.60 0.15 0.01132 --------------------------------------------------------
====================================================================
COLUMN NO. 12522 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 24.89 0.00 0.00039 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h
--------------------------------------------------------
====================================================================
COLUMN NO. 12524 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 24.96 0.00 0.00035 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 24.96 0.10 0.01092 --------------------------------------------------------
====================================================================
COLUMN NO. 12526 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.82 0.00 0.00006 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.82 0.08 0.01040 --------------------------------------------------------
====================================================================
COLUMN NO. 12528 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.91 0.00 0.00002 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.91 0.09 0.01120 --------------------------------------------------------
====================================================================
COLUMN NO. 12530 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 9.39 0.00 0.00023 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 9.39 0.02 0.00682 --------------------------------------------------------
====================================================================
COLUMN NO. 12531 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 9.47 0.00 0.00066 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 9.47 0.02 0.00804 --------------------------------------------------------
====================================================================
COLUMN NO. 12536 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 71.67 0.10 0.00356 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 71.67 0.02 0.00076 --------------------------------------------------------
====================================================================
COLUMN NO. 12537 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 72.44 0.10 0.00360 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 72.44 0.02 0.00084 --------------------------------------------------------
====================================================================
COLUMN NO. 12538 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 59.40 0.12 0.00549 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 59.40 0.02 0.00092 --------------------------------------------------------
====================================================================
COLUMN NO. 12539 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 60.16 0.12 0.00562 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 60.16 0.02 0.00105 --------------------------------------------------------
====================================================================
COLUMN NO. 12540 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 45.63 0.06 0.00318 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 45.63 0.02 0.00116 --------------------------------------------------------
====================================================================
COLUMN NO. 12541 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 46.26 0.06 0.00320 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 46.26 0.02 0.00126 --------------------------------------------------------
====================================================================
COLUMN NO. 12542 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 33.25 0.03 0.00261 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 33.25 0.02 0.00159 --------------------------------------------------------
====================================================================
COLUMN NO. 12543 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4
57.43 -331.35 33.79 0.03 0.00264 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 33.79 0.02 0.00166 --------------------------------------------------------
====================================================================
COLUMN NO. 12544 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 19.55 0.01 0.00183 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 19.55 0.02 0.00275 --------------------------------------------------------
====================================================================
COLUMN NO. 12545 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 19.99 0.02 0.00199 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 19.99 0.02 0.00294 --------------------------------------------------------
====================================================================
COLUMN NO. 12767 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 100.67 0.61 0.01016 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 100.67 0.06 0.00102 --------------------------------------------------------
====================================================================
COLUMN NO. 12768 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 101.32 0.62 0.01014 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 101.32 0.08 0.00136 --------------------------------------------------------
====================================================================
COLUMN NO. 12769 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 91.65 0.76 0.01375 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 91.65 0.16 0.00283 --------------------------------------------------------
====================================================================
COLUMN NO. 12770 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 92.15 0.77 0.01401 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 92.15 0.17 0.00300 --------------------------------------------------------
====================================================================
COLUMN NO. 12818 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 86.90 0.03 0.00091 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 86.90 0.06 0.00172 --------------------------------------------------------
====================================================================
COLUMN NO. 12819 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 87.86 0.03 0.00093 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 87.86 0.05 0.00145 --------------------------------------------------------
====================================================================
COLUMN NO. 12820 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 75.46 0.12 0.00414 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 75.46 0.03 0.00104 --------------------------------------------------------
====================================================================
COLUMN NO. 12821 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 76.24 0.12 0.00410 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 76.24 0.03 0.00102 --------------------------------------------------------
====================================================================
COLUMN NO. 12822 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 46.11 0.03 0.00183 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 46.11 0.06 0.00352 --------------------------------------------------------
====================================================================
COLUMN NO. 12823 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 46.14 0.03 0.00189 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 46.14 0.06 0.00322 --------------------------------------------------------
====================================================================
COLUMN NO. 12849 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 77.34 0.03 0.00106 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 77.34 0.04 0.00130 --------------------------------------------------------
====================================================================
COLUMN NO. 12850 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 78.02 0.03 0.00104 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 78.02 0.04 0.00131 --------------------------------------------------------
====================================================================
COLUMN NO. 12851 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 66.36 0.11 0.00403 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h
26.42 -331.35 66.36 0.03 0.00095 --------------------------------------------------------
====================================================================
COLUMN NO. 12852 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 67.17 0.11 0.00393 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 67.17 0.03 0.00109 --------------------------------------------------------
====================================================================
COLUMN NO. 12853 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 38.84 0.01 0.00086 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 38.84 0.03 0.00209 --------------------------------------------------------
====================================================================
COLUMN NO. 12854 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 39.08 0.02 0.00092 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 39.08 0.03 0.00194 --------------------------------------------------------
====================================================================
COLUMN NO. 12880 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 68.73 0.06 0.00195 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 68.73 0.11 0.00382 --------------------------------------------------------
====================================================================
COLUMN NO. 12881 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 69.67 0.06 0.00204 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 69.67 0.10 0.00348 --------------------------------------------------------
====================================================================
COLUMN NO. 12882 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 57.34 0.10 0.00401 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 57.34 0.03 0.00105 --------------------------------------------------------
====================================================================
COLUMN NO. 12883 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 58.09 0.10 0.00392 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 58.09 0.03 0.00120 --------------------------------------------------------
====================================================================
COLUMN NO. 12911 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 56.85 0.06 0.00375 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 56.85 0.05 0.00307 --------------------------------------------------------
====================================================================
COLUMN NO. 12912 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 57.46 0.06 0.00372 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 57.46 0.06 0.00329 --------------------------------------------------------
====================================================================
COLUMN NO. 12913 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 48.92 0.04 0.00283 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 48.92 0.02 0.00126 --------------------------------------------------------
====================================================================
COLUMN NO. 12914 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 49.61 0.04 0.00268 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 49.61 0.02 0.00151 --------------------------------------------------------
====================================================================
COLUMN NO. 12915 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.66 0.02 0.00175 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.66 0.05 0.00545 --------------------------------------------------------
====================================================================
COLUMN NO. 12916 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0
M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.89 0.02 0.00175 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.89 0.04 0.00494 --------------------------------------------------------
====================================================================
COLUMN NO. 12942 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 46.25 0.05 0.00282 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 46.25 0.00 0.00029 --------------------------------------------------------
====================================================================
COLUMN NO. 12943 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 46.80 0.05 0.00281 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 46.80 0.00 0.00029 --------------------------------------------------------
====================================================================
COLUMN NO. 12944 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 39.64 0.04 0.00299 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 39.64 0.02 0.00157 --------------------------------------------------------
====================================================================
COLUMN NO. 12945 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 40.26 0.04 0.00286 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 40.26 0.03 0.00179 --------------------------------------------------------
====================================================================
COLUMN NO. 12946 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.47 0.01 0.00115 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.47 0.02 0.00292 --------------------------------------------------------
====================================================================
COLUMN NO. 12947 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.64 0.01 0.00117 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.64 0.02 0.00246 --------------------------------------------------------
====================================================================
COLUMN NO. 12973 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 37.35 0.08 0.00878 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 37.35 0.07 0.00791 --------------------------------------------------------
====================================================================
COLUMN NO. 12974 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 38.00 0.08 0.00891 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 38.00 0.06 0.00689 --------------------------------------------------------
====================================================================
COLUMN NO. 12975 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 31.11 0.00 0.00003 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 31.11 0.02 0.00257 --------------------------------------------------------
====================================================================
COLUMN NO. 12976 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 31.64 0.00 0.00025 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 31.64 0.02 0.00299 --------------------------------------------------------
====================================================================
COLUMN NO. 13004 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 25.54 0.04 0.00330 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 25.54 0.02 0.00152 --------------------------------------------------------
====================================================================
COLUMN NO. 13005 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 25.96 0.03 0.00318 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 25.96 0.02 0.00157 --------------------------------------------------------
====================================================================
COLUMN NO. 13006 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 21.34 0.02 0.00194 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 21.34 0.02 0.00257 --------------------------------------------------------
====================================================================
COLUMN NO. 13007 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 21.82 0.02 0.00184 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 21.82 0.03 0.00287 --------------------------------------------------------
====================================================================
COLUMN NO. 13008 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.05 0.01 0.00123 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.05 0.20 0.03460 --------------------------------------------------------
====================================================================
COLUMN NO. 13009 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.16 0.01 0.00120 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.16 0.20 0.03416 --------------------------------------------------------
====================================================================
COLUMN NO. 13133 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 16.43 0.04 0.00664 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 16.43 0.01 0.00122 --------------------------------------------------------
====================================================================
COLUMN NO. 13134 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 16.82 0.04 0.00637 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 16.82 0.01 0.00139 --------------------------------------------------------
====================================================================
COLUMN NO. 13135 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 13.71 0.00 0.00068 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 13.71 0.02 0.00378 --------------------------------------------------------
====================================================================
COLUMN NO. 13136 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 14.08 0.00 0.00056 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 14.08 0.02 0.00441
====================================================================
COLUMN NO. 13137 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.23 0.00 0.00008 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.23 0.02 0.00659 --------------------------------------------------------
====================================================================
COLUMN NO. 13138 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.36 0.00 0.00079 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.36 0.02 0.00557 --------------------------------------------------------
====================================================================
COLUMN NO. 13174 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 5.54 0.02 0.00726 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 5.54 0.02 0.00765 --------------------------------------------------------
====================================================================
COLUMN NO. 13175 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 5.71 0.01 0.00576 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 5.71 0.01 0.00572 --------------------------------------------------------
====================================================================
COLUMN NO. 13176 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 4.23 0.04 0.02495 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 4.23 0.01 0.00783 --------------------------------------------------------
====================================================================
COLUMN NO. 13177 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 4.35 0.04 0.02229 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 4.35 0.01 0.00553 --------------------------------------------------------
====================================================================
COLUMN NO. 13374 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 135.19 0.72 0.01190 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 135.19 0.12 0.00195 --------------------------------------------------------
====================================================================
COLUMN NO. 13375 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 134.99 0.83 0.01359 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 134.99 0.01 0.00023 --------------------------------------------------------
====================================================================
COLUMN NO. 13376 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 130.16 0.53 0.00904 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 130.16 0.24 0.00405 --------------------------------------------------------
====================================================================
COLUMN NO. 13377 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 129.65 0.48 0.00829 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 129.65 0.27 0.00464 --------------------------------------------------------
====================================================================
COLUMN NO. 13406 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 87.36 0.27 0.00626 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 87.36 0.03 0.00070 --------------------------------------------------------
====================================================================
COLUMN NO. 13407 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 88.26 0.28 0.00627 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 88.26 0.03 0.00064 --------------------------------------------------------
====================================================================
COLUMN NO. 13408 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 76.79 0.03 0.00071 --------------------------------------------------------
====================================================================
COLUMN NO. 13409 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 77.55 0.11 0.00292 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 77.55 0.02 0.00052 --------------------------------------------------------
====================================================================
COLUMN NO. 13410 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 48.29 0.02 0.00078 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 48.29 0.06 0.00241 --------------------------------------------------------
====================================================================
COLUMN NO. 13411 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED
AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 48.41 0.02 0.00094 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 48.41 0.06 0.00229 --------------------------------------------------------
====================================================================
COLUMN NO. 13435 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 87.58 0.04 0.00097 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 87.58 0.02 0.00054 --------------------------------------------------------
====================================================================
COLUMN NO. 13436 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 88.43 0.04 0.00099 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 88.43 0.03 0.00073 --------------------------------------------------------
====================================================================
COLUMN NO. 13437 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 77.58 0.20 0.00521 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 77.58 0.01 0.00016 --------------------------------------------------------
====================================================================
COLUMN NO. 13438 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 78.29 0.21 0.00525 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 78.29 0.01 0.00018 --------------------------------------------------------
====================================================================
COLUMN NO. 13439 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 51.04 0.02 0.00089 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 51.04 0.08 0.00328 --------------------------------------------------------
====================================================================
COLUMN NO. 13440 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 51.32 0.02 0.00074 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 51.32 0.09 0.00332 --------------------------------------------------------
====================================================================
COLUMN NO. 13464 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 86.48 0.05 0.00137 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 86.48 0.13 0.00380 --------------------------------------------------------
====================================================================
COLUMN NO. 13465 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 87.25 0.04 0.00124 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 87.25 0.15 0.00420 --------------------------------------------------------
====================================================================
COLUMN NO. 13466 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 73.45 0.11 0.00368 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 73.45 0.02 0.00085 --------------------------------------------------------
====================================================================
COLUMN NO. 13467 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 74.21 0.11 0.00374 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 74.21 0.03 0.00085 --------------------------------------------------------
====================================================================
COLUMN NO. 13468 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 44.70 0.03 0.00146 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 44.70 0.54 0.03027 --------------------------------------------------------
====================================================================
COLUMN NO. 13469 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 44.45 0.02 0.00129 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 44.45 0.53 0.02962
--------------------------------------------------------
====================================================================
COLUMN NO. 13493 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 84.41 0.11 0.00339 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 84.41 0.13 0.00399 --------------------------------------------------------
====================================================================
COLUMN NO. 13494 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 85.49 0.11 0.00340 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 85.49 0.11 0.00346 --------------------------------------------------------
====================================================================
COLUMN NO. 13497 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 70.12 0.09 0.00356 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 70.12 0.02 0.00086 --------------------------------------------------------
====================================================================
COLUMN NO. 13498 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 70.90 0.10 0.00359 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 70.90 0.03 0.00096 --------------------------------------------------------
====================================================================
COLUMN NO. 13525 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 74.63 0.05 0.00174 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 74.63 0.01 0.00030 --------------------------------------------------------
====================================================================
COLUMN NO. 13526 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 75.26 0.05 0.00166 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 75.26 0.01 0.00042 --------------------------------------------------------
====================================================================
COLUMN NO. 13527 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 64.25 0.09 0.00319 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 64.25 0.02 0.00087 --------------------------------------------------------
====================================================================
COLUMN NO. 13528 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 65.02 0.09 0.00320 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 65.02 0.03 0.00096 --------------------------------------------------------
====================================================================
COLUMN NO. 13529 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 38.18 0.00 0.00008 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 38.18 0.03 0.00188 --------------------------------------------------------
====================================================================
COLUMN NO. 13530 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 38.42 0.00 0.00011 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 38.42 0.03 0.00165 --------------------------------------------------------
====================================================================
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 72.48 0.06 0.00190 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 72.48 0.07 0.00205 --------------------------------------------------------
====================================================================
COLUMN NO. 13555 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 73.10 0.06 0.00183 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 73.10 0.07 0.00202 --------------------------------------------------------
====================================================================
COLUMN NO. 13556 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h
57.43 -331.35 62.34 0.08 0.00297 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 62.34 0.02 0.00082 --------------------------------------------------------
====================================================================
COLUMN NO. 13557 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 63.10 0.08 0.00296 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 63.10 0.03 0.00092 --------------------------------------------------------
====================================================================
COLUMN NO. 13558 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.66 0.00 0.00005 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.66 0.06 0.00369 --------------------------------------------------------
====================================================================
COLUMN NO. 13559 DESIGN PER ACI 318-08 - AXIAL + BENDING
ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.95 0.00 0.00010 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.95 0.06 0.00381 --------------------------------------------------------
====================================================================
COLUMN NO. 13583 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 70.66 0.07 0.00207 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 70.66 0.03 0.00084 --------------------------------------------------------
====================================================================
COLUMN NO. 13584 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 71.14 0.06 0.00194 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 71.14 0.03 0.00077 --------------------------------------------------------
====================================================================
COLUMN NO. 13585 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 60.53 0.07 0.00252 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 60.53 0.02 0.00075 --------------------------------------------------------
====================================================================
COLUMN NO. 13586 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 61.29 0.07 0.00252 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 61.29 0.02 0.00082 --------------------------------------------------------
====================================================================
COLUMN NO. 13587 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.31 0.01 0.00065 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.31 0.49 0.02847 --------------------------------------------------------
====================================================================
COLUMN NO. 13588 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.50 0.01 0.00058 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 37.50 0.49 0.02849 --------------------------------------------------------
====================================================================
COLUMN NO. 13612 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 62.10 0.06 0.00212 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 62.10 0.02 0.00079 --------------------------------------------------------
====================================================================
COLUMN NO. 13613 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 62.68 0.05 0.00203 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 62.68 0.02 0.00079 --------------------------------------------------------
====================================================================
COLUMN NO. 13614 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 53.49 0.07 0.00299 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 53.49 0.02 0.00100 --------------------------------------------------------
====================================================================
COLUMN NO. 13615 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 54.19 0.07 0.00299 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 54.19 0.03 0.00112 --------------------------------------------------------
====================================================================
COLUMN NO. 13616 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 31.54 0.00 0.00030 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 31.54 0.03 0.00211 --------------------------------------------------------
====================================================================
COLUMN NO. 13617 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 31.78 0.00 0.00030 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0
14.56 -186.38 31.78 0.03 0.00205 --------------------------------------------------------
====================================================================
COLUMN NO. 13641 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 60.20 0.06 0.00242 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 60.20 0.00 0.00017 --------------------------------------------------------
====================================================================
COLUMN NO. 13642 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 60.76 0.06 0.00233 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 60.76 0.01 0.00029 --------------------------------------------------------
====================================================================
COLUMN NO. 13643 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 51.84 0.06 0.00279 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 51.84 0.02 0.00099 --------------------------------------------------------
====================================================================
COLUMN NO. 13644 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 52.53 0.06 0.00280 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 52.53 0.02 0.00108 --------------------------------------------------------
====================================================================
COLUMN NO. 13645 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 30.89 0.00 0.00003 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 30.89 0.03 0.00195 --------------------------------------------------------
====================================================================
COLUMN NO. 13646 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 31.11 0.00 0.00003 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 31.11 0.02 0.00173 --------------------------------------------------------
====================================================================
COLUMN NO. 13670 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 58.52 0.23 0.00920 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 58.52 0.02 0.00071 --------------------------------------------------------
====================================================================
COLUMN NO. 13671 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 59.11 0.23 0.00922 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 59.11 0.02 0.00070 --------------------------------------------------------
====================================================================
COLUMN NO. 13672 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 50.39 0.10 0.00450 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 50.39 0.02 0.00090 --------------------------------------------------------
====================================================================
COLUMN NO. 13673 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 51.08 0.10 0.00461 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 51.08 0.02 0.00100 --------------------------------------------------------
====================================================================
COLUMN NO. 13674 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 30.20 0.01 0.00068 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 30.20 0.03 0.00219 --------------------------------------------------------
====================================================================
COLUMN NO. 13675 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 30.43 0.01 0.00076 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 30.43 0.03 0.00207 --------------------------------------------------------
====================================================================
COLUMN NO. 13699 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 56.02 0.04 0.00262 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 56.02 0.05 0.00272 --------------------------------------------------------
====================================================================
COLUMN NO. 13700 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 56.44 0.04 0.00244 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 56.44 0.05 0.00283 --------------------------------------------------------
====================================================================
COLUMN NO. 13701 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 47.40 0.06 0.00433 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 47.40 0.02 0.00134 --------------------------------------------------------
====================================================================
COLUMN NO. 13702 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 48.05 0.06 0.00431 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 48.05 0.02 0.00149 --------------------------------------------------------
====================================================================
COLUMN NO. 13703 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.91 0.01 0.00079 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.91 0.45 0.05033 --------------------------------------------------------
====================================================================
COLUMN NO. 13704 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.98 0.01 0.00072 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 29.98 0.45 0.05013 --------------------------------------------------------
====================================================================
COLUMN NO. 13728 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 52.88 0.06 0.00316 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 52.88 0.08 0.00410 --------------------------------------------------------
====================================================================
COLUMN NO. 13729 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 53.68 0.06 0.00317 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 53.68 0.07 0.00354 --------------------------------------------------------
====================================================================
COLUMN NO. 13732 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 44.04 0.06 0.00341 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 44.04 0.02 0.00121 --------------------------------------------------------
====================================================================
COLUMN NO. 13733 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 44.66 0.06 0.00342 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 44.66 0.02 0.00134 --------------------------------------------------------
====================================================================
COLUMN NO. 13760 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 48.08 0.20 0.01157 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 48.08 0.01 0.00067 --------------------------------------------------------
====================================================================
COLUMN NO. 13761 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 48.64 0.20 0.01164 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 48.64 0.01 0.00081 --------------------------------------------------------
====================================================================
COLUMN NO. 13762 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 41.41 0.09 0.00571 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 41.41 0.02 0.00133 --------------------------------------------------------
====================================================================
COLUMN NO. 13763 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 42.03 0.09 0.00585 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 42.03 0.02 0.00146 --------------------------------------------------------
====================================================================
COLUMN NO. 13764 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.94 0.01 0.00067 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.94 0.02 0.00205 --------------------------------------------------------
====================================================================
COLUMN NO. 13765 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 24.14 0.01 0.00077 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0
M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 24.14 0.02 0.00190 --------------------------------------------------------
====================================================================
COLUMN NO. 13789 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 44.11 0.04 0.00244 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 44.11 0.00 0.00017 --------------------------------------------------------
====================================================================
COLUMN NO. 13790 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 44.65 0.04 0.00235 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 44.65 0.00 0.00026 --------------------------------------------------------
====================================================================
COLUMN NO. 13791 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650
TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 37.77 0.04 0.00282 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 37.77 0.02 0.00148 --------------------------------------------------------
====================================================================
COLUMN NO. 13792 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 38.34 0.04 0.00285 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 38.34 0.02 0.00157 --------------------------------------------------------
====================================================================
COLUMN NO. 13793 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.85 0.00 0.00012 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.85 0.03 0.00330
====================================================================
COLUMN NO. 13794 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.02 0.00 0.00018 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 23.02 0.03 0.00294 --------------------------------------------------------
====================================================================
COLUMN NO. 13818 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 42.14 0.04 0.00263 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 42.14 0.04 0.00242 --------------------------------------------------------
====================================================================
COLUMN NO. 13819 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 42.67 0.04 0.00253 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 42.67 0.04 0.00249 --------------------------------------------------------
====================================================================
COLUMN NO. 13820 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 36.03 0.04 0.00271 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 36.03 0.02 0.00148 --------------------------------------------------------
====================================================================
COLUMN NO. 13821 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 36.60 0.04 0.00274 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 36.60 0.02 0.00160 --------------------------------------------------------
COLUMN NO. 13822 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.21 0.00 0.00012 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.21 0.04 0.00459 --------------------------------------------------------
====================================================================
COLUMN NO. 13823 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.41 0.00 0.00015 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.41 0.04 0.00442 --------------------------------------------------------
====================================================================
COLUMN NO. 13847 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 40.62 0.04 0.00251 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 40.62 0.02 0.00096 --------------------------------------------------------
====================================================================
COLUMN NO. 13848 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 41.04 0.04 0.00234 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 41.04 0.02 0.00097 --------------------------------------------------------
====================================================================
COLUMN NO. 13849 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 34.39 0.04 0.00296 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 34.39 0.02 0.00142 --------------------------------------------------------
====================================================================
COLUMN NO. 13850 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 34.94 0.04 0.00300 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 34.94 0.02 0.00154 --------------------------------------------------------
====================================================================
COLUMN NO. 13851 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 21.87 0.00 0.00048 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 21.87 0.31 0.03562 --------------------------------------------------------
====================================================================
COLUMN NO. 13852 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 22.00 0.31 0.03549 --------------------------------------------------------
====================================================================
COLUMN NO. 13876 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 39.52 0.19 0.01957 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 39.52 0.04 0.00417 --------------------------------------------------------
====================================================================
COLUMN NO. 13877 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 40.26 0.19 0.01978 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 40.26 0.05 0.00543 --------------------------------------------------------
====================================================================
COLUMN NO. 13880 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 32.46 0.07 0.00885 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 32.46 0.01 0.00177 --------------------------------------------------------
====================================================================
COLUMN NO. 13881 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 33.01 0.07 0.00905 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 33.01 0.02 0.00204 --------------------------------------------------------
====================================================================
COLUMN NO. 13908 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 31.84 0.05 0.00346 --------------------------------------------------------
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 31.84 0.02 0.00151 --------------------------------------------------------
====================================================================
COLUMN NO. 13909 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 32.31 0.05 0.00335 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 32.31 0.02 0.00146 --------------------------------------------------------
====================================================================
COLUMN NO. 13910 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 27.10 0.02 0.00156 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 27.10 0.02 0.00200 --------------------------------------------------------
====================================================================
COLUMN NO. 13911 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 27.60 0.02 0.00160 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 27.60 0.03 0.00212 --------------------------------------------------------
====================================================================
COLUMN NO. 13912 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.02 0.00 0.00040 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.02 0.03 0.00354 --------------------------------------------------------
====================================================================
COLUMN NO. 13913 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.18 0.00 0.00038 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 16.18 0.02 0.00316 --------------------------------------------------------
====================================================================
COLUMN NO. 13937 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 29.66 0.05 0.00381 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 29.66 0.00 0.00012 --------------------------------------------------------
====================================================================
COLUMN NO. 13938 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 30.12 0.05 0.00364 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 30.12 0.00 0.00004 --------------------------------------------------------
====================================================================
COLUMN NO. 13939 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 25.22 0.02 0.00161 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 25.22 0.02 0.00214 --------------------------------------------------------
====================================================================
COLUMN NO. 13940 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 25.71 0.02 0.00171 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 25.71 0.03 0.00224 --------------------------------------------------------
====================================================================
COLUMN NO. 13941 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 15.28 0.00 0.00021 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 15.28 0.03 0.00381
--------------------------------------------------------
====================================================================
COLUMN NO. 13942 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 15.44 0.00 0.00021 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 15.44 0.02 0.00331 --------------------------------------------------------
====================================================================
COLUMN NO. 13966 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 27.56 0.12 0.00934 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 27.56 0.02 0.00154 --------------------------------------------------------
====================================================================
COLUMN NO. 13967 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 28.04 0.13 0.00936 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 28.04 0.02 0.00154 --------------------------------------------------------
====================================================================
COLUMN NO. 13968 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 23.36 0.05 0.00435 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 23.36 0.02 0.00207 --------------------------------------------------------
====================================================================
COLUMN NO. 13969 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 23.83 0.05 0.00437 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 23.83 0.02 0.00216 --------------------------------------------------------
====================================================================
COLUMN NO. 13970 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.52 0.00 0.00040 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.52 0.04 0.00531 --------------------------------------------------------
====================================================================
COLUMN NO. 13971 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.69 0.00 0.00045 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 14.69 0.04 0.00497 --------------------------------------------------------
====================================================================
COLUMN NO. 13995 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 22.11 0.04 0.00503 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 22.11 0.04 0.00515 --------------------------------------------------------
====================================================================
COLUMN NO. 13996 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 22.64 0.04 0.00472 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 22.64 0.04 0.00462 --------------------------------------------------------
====================================================================
COLUMN NO. 13999 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 17.96 0.02 0.00232 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 17.96 0.02 0.00284 --------------------------------------------------------
====================================================================
COLUMN NO. 14000 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 18.38 0.02 0.00249 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 18.38 0.02 0.00311 --------------------------------------------------------
====================================================================
COLUMN NO. 14027 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 18.47 0.09 0.01695 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 18.47 0.01 0.00138 --------------------------------------------------------
====================================================================
COLUMN NO. 14028 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4
57.43 -331.35 18.87 0.10 0.01688 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 18.87 0.01 0.00193 --------------------------------------------------------
====================================================================
COLUMN NO. 14029 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 15.64 0.04 0.00769 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 15.64 0.02 0.00378 --------------------------------------------------------
====================================================================
COLUMN NO. 14030 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 16.03 0.04 0.00769 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 16.03 0.02 0.00421 --------------------------------------------------------
====================================================================
COLUMN NO. 14031 DESIGN PER ACI 318-08 - AXIAL + BENDING
ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.77 0.00 0.00010 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.77 0.01 0.00476 --------------------------------------------------------
====================================================================
COLUMN NO. 14032 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.91 0.00 0.00094 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 8.91 0.01 0.00381 --------------------------------------------------------
====================================================================
COLUMN NO. 14058 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 14.45 0.04 0.00773 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 14.45 0.00 0.00011 --------------------------------------------------------
====================================================================
COLUMN NO. 14059 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 14.79 0.04 0.00718 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 14.79 0.00 0.00009 --------------------------------------------------------
====================================================================
COLUMN NO. 14060 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 12.02 0.01 0.00197 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 12.02 0.02 0.00437 --------------------------------------------------------
====================================================================
COLUMN NO. 14061 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 12.34 0.01 0.00112 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 12.34 0.02 0.00484 --------------------------------------------------------
====================================================================
COLUMN NO. 14062 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.68 0.00 0.00123 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.68 0.02 0.00793 --------------------------------------------------------
====================================================================
COLUMN NO. 14063 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.81 0.00 0.00050 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.81 0.02 0.00719 --------------------------------------------------------
====================================================================
COLUMN NO. 14087 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 12.53 0.05 0.00971 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 12.53 0.01 0.00248 --------------------------------------------------------
====================================================================
COLUMN NO. 14088 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 12.82 0.04 0.00865 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 12.82 0.02 0.00328 --------------------------------------------------------
====================================================================
COLUMN NO. 14089 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 10.41 0.02 0.00394 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 10.41 0.02 0.00576 --------------------------------------------------------
====================================================================
COLUMN NO. 14090 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 10.66 0.01 0.00224 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 10.66 0.02 0.00573 --------------------------------------------------------
====================================================================
COLUMN NO. 14091 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.15 0.00 0.00060 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0
14.56 -186.38 7.15 0.03 0.01034 --------------------------------------------------------
====================================================================
COLUMN NO. 14092 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.27 0.00 0.00003 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 7.27 0.03 0.00999 --------------------------------------------------------
====================================================================
COLUMN NO. 14116 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 10.74 0.04 0.00977 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 10.74 0.01 0.00242 --------------------------------------------------------
====================================================================
COLUMN NO. 14117 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 10.94 0.04 0.01001 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 10.94 0.01 0.00170 --------------------------------------------------------
====================================================================
COLUMN NO. 14118 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 8.82 0.01 0.00354 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 8.82 0.03 0.00919 --------------------------------------------------------
====================================================================
COLUMN NO. 14119 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 8.96 0.01 0.00237 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 8.96 0.03 0.00711 --------------------------------------------------------
====================================================================
COLUMN NO. 14120 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 6.85 0.01 0.00294 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 6.85 0.13 0.04695 --------------------------------------------------------
====================================================================
COLUMN NO. 14121 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, SQRE SIZE - 200.0 X 200.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 400.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 12 MM 1.131 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 6.88 0.00 0.00148 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1010.80 808.64 350.33 32.92 94.0 M0 P-tens. Des.Pn Des.Mn e/h 14.56 -186.38 6.88 0.12 0.04508 --------------------------------------------------------
====================================================================
COLUMN NO. 14145 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 6.78 0.02 0.00703 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 6.78 0.04 0.01273 --------------------------------------------------------
====================================================================
COLUMN NO. 14146 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 6.92 0.02 0.00663 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 6.92 0.02 0.00804 --------------------------------------------------------
====================================================================
COLUMN NO. 14172 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 2.13 0.10 0.11727 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 2.13 0.04 0.05082 --------------------------------------------------------
====================================================================
COLUMN NO. 14173 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 2.21 0.10 0.11851 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 2.21 0.04 0.04792 --------------------------------------------------------
====================================================================
COLUMN NO. 14174 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 1.59 0.12 0.18903 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 1.59 0.04 0.05816 --------------------------------------------------------
====================================================================
COLUMN NO. 14175 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 1.70 0.12 0.18295 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 1.70 0.03 0.05035 --------------------------------------------------------
====================================================================
COLUMN NO. 14204 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 0.24 0.13 2.44976 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 0.24 0.10 1.92956 --------------------------------------------------------
====================================================================
COLUMN NO. 14205 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 0.25 0.14 2.50892 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 0.25 0.10 1.79642 --------------------------------------------------------
====================================================================
COLUMN NO. 14206 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 0.32 0.13 1.77260 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 0.32 0.08 1.07148 --------------------------------------------------------
====================================================================
COLUMN NO. 14207 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 412.0 FC - 24.5 MPA, RECT SIZE - 200.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 800.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
4 - 16 MM 1.005 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 200.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 762.64 136.85 179.4 M0 P-tens. Des.Pn Des.Mn e/h 57.43 -331.35 0.34 0.13 1.78030 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 1982.29 1585.83 688.45 61.96 90.0 M0 P-tens. Des.Pn Des.Mn e/h 26.42 -331.35 0.34 0.07 0.93350 --------------------------------------------------------
********************END OF COLUMN DESIGN RESULTS********************
1296. DESIGN BEAM 12418 12426 12434 12442 12450 12458 12466 TO 12481 12492 TO 12506 - 1297. 12509 TO 12511 12568 12593 12611 12612 12624 12649 12674 12699 12781 12782 - 1298. 12787 12788 12790 12816 12817 12832 12833 12838 TO 12840 12847 12848 12863 - 1299. 12871 12878 12879 12894 12895 12900 TO 12902 12909 12910 12925 12926 12931 - 1300. 12932 TO 12933 12940 12941 12956 12957 12962 TO 12964 12971 12972 12987 12988 - 1301. 12993 TO 12995 13002 13003 13018 13019 13024 TO 13026 13033 13034 13106 - 1302. 13110 13114 13116 13118 13120 13122 13145 13146 13151 TO 13155 13186 13187 - 1303. 13192 TO 13196 13205 13239 13245 13246 13274 13275 13337 13343 13344 13346 - 1304. 13347 13351 13352 13354 13355 13359 13360 14166 14234 14235 14243 14244 - 1305. 14252 14253 14261 14262 14266 14267
=====================================================================
BEAM NO. 12418 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
_____________________________________________________________________
1 43. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.96 KN-MET AT 420.MM, LOAD 26| | REQD STEEL= 21.MM2, RHO=0.0006, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.43 KN-MET AT 420.MM, LOAD 27| | REQD STEEL= 9.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12418 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.54 KNS Vc= 28.48 KNS Vs= 0.00 KNS Tu= 0.06 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.76 KNS Vc= 28.48 KNS Vs= 0.00 KNS Tu= 0.06 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6419J____________________ 420X 210X 210_____________________6447J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12426 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 0. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.00 KN-MET AT 0.MM, LOAD 27| | REQD STEEL= 0.MM2, RHO=0.0000, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 43. 2 - 10MM 23. 420. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.72 KN-MET AT 420.MM, LOAD 26| | REQD STEEL= 16.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
3 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.27 KN-MET AT 0.MM, LOAD 26| | REQD STEEL= 6.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12426 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.65 KNS Vc= 28.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.87 KNS Vc= 28.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6423J____________________ 420X 210X 210_____________________6449J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10oH0 43.43.0.TO.TO 0420 | | | | || =======================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12434 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 27. 420. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.62 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 13.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.20 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 4.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12434 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.41 KNS Vc= 28.65 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.63 KNS Vc= 28.65 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6427J____________________ 420X 210X 210_____________________6451J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. |27.TO 420 | | | | | =======================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12442 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 29. 420. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.57 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 12.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 5.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12442 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.21 KNS Vc= 28.74 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.43 KNS Vc= 28.74 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6431J____________________ 420X 210X 210_____________________6453J____
||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43.| 29.TO 420 | | | | | ======================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12450 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 0. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.01 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 0.MM2, RHO=0.0000, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 43. 2 - 10MM 69. 420. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.46 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 10.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
3 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 5.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12450 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.97 KNS Vc= 28.81 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.19 KNS Vc= 28.81 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6435J____________________ 420X 210X 210_____________________6455J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43.No10.TO 43.0 69.TO 420 | | | || ===============================================================|| | | |___________________________________________________________________________|
| | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12458 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 77. 420. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.26 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 6.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.15 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12458 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.74 KNS Vc= 28.91 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.04 KNS Vc= 28.91 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6439J____________________ 420X 210X 210_____________________6457J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 77.TO |420 | | | | ==============================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12466 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 390. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.13 KN-MET AT 420.MM, LOAD 22| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12466 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.30 KNS Vc= 50.82 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.48 KNS Vc= 27.65 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6443J____________________ 420X 210X 210_____________________6521J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 390 | | | | ||===================================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12467 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 391. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.14 KN-MET AT 0.MM, LOAD 22| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.04 KN-MET AT 0.MM, LOAD 26|
| MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
3 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.14 KN-MET AT 420.MM, LOAD 22| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12467 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.29 KNS Vc= 50.80 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.49 KNS Vc= 27.65 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6445J____________________ 420X 210X 210_____________________6502J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 391 | | | | ||===================================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12468 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 340. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 340. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 0.MM, LOAD 26| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 340. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 340.MM, LOAD 22| | REQD STEEL= 4.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12468 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.27 KNS Vc= 27.68 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 220. MM
AT END SUPPORT - Vu= 0.39 KNS Vc= 27.63 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 220. MM
___6446J____________________ 340X 210X 210_____________________6556J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO| 340 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO| 340 | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12469 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 340. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 340. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 0.MM, LOAD 26| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 340. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 340.MM, LOAD 22| | REQD STEEL= 4.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12469 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 29.01 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 220. MM
AT END SUPPORT - Vu= 0.40 KNS Vc= 29.01 KNS Vs= 0.00 KNS Tu= 0.05 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 220. MM
___6445J____________________ 340X 210X 210_____________________6530J____
| | ||=========================================================================|| | 2No10 H 167. 0.TO| 340 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO| 340 | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12470 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.98 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 43.MM2, RHO=0.0012, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.13 KN-MET AT 500.MM, LOAD 26| | REQD STEEL= 46.MM2, RHO=0.0013, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12470 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.11 KNS Vc= 27.78 KNS Vs= 0.00 KNS Tu= 0.07 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 3.01 KNS Vc= 27.78 KNS Vs= 0.00 KNS Tu= 0.07 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6447J____________________ 500X 210X 210_____________________6901J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 500 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12471 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.99 KN-MET AT 0.MM, LOAD 26| | REQD STEEL= 21.MM2, RHO=0.0006, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.46 KN-MET AT 0.MM, LOAD 27| | REQD STEEL= 10.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12471 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.83 KNS Vc= 28.51 KNS Vs= 0.00 KNS Tu= 0.06 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 1.55 KNS Vc= 28.51 KNS Vs= 0.00 KNS Tu= 0.06 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6448J____________________ 380X 210X 210_____________________6420J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 380 | | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 380 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12472 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 2.07 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 45.MM2, RHO=0.0013, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.57 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 34.MM2, RHO=0.0010, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12472 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.40 KNS Vc= 28.53 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 2.30 KNS Vc= 28.53 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6449J____________________ 500X 210X 210_____________________6903J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 500 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12473 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 349. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.78 KN-MET AT 0.MM, LOAD 26| | REQD STEEL= 17.MM2, RHO=0.0005, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.26 KN-MET AT 380.MM, LOAD 26| | REQD STEEL= 6.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12473 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.07 KNS Vc= 28.56 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 1.79 KNS Vc= 28.56 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6450J____________________ 380X 210X 210_____________________6424J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 380 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 349 | | | ||==================================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12474 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.82 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 39.MM2, RHO=0.0011, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.43 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 31.MM2, RHO=0.0009, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12474 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.06 KNS Vc= 28.56 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 1.96 KNS Vc= 28.56 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6451J____________________ 500X 210X 210_____________________6905J____
||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 500 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12475 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 342. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.62 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 13.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.17 KN-MET AT 380.MM, LOAD 26| | REQD STEEL= 4.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12475 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.79 KNS Vc= 28.66 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 1.51 KNS Vc= 28.66 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6452J____________________ 380X 210X 210_____________________6428J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 380 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 342 | | | ||=================================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12476 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.55 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 33.MM2, RHO=0.0010, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.26 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 27.MM2, RHO=0.0008, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12476 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.69 KNS Vc= 28.68 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 1.59 KNS Vc= 28.68 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6453J____________________ 500X 210X 210_____________________6908J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 500 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12477 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 340. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.57 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 12.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.21 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 5.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12477 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.57 KNS Vc= 28.75 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 1.29 KNS Vc= 28.75 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6454J____________________ 380X 210X 210_____________________6432J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 380 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 340 | | | ||=================================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12478 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.27 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 27.MM2, RHO=0.0008, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.07 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 23.MM2, RHO=0.0007, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
AT START SUPPORT - Vu= 0.33 KNS Vc= 28.81 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 1.23 KNS Vc= 28.81 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6455J____________________ 500X 210X 210_____________________6910J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 500 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12479 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 305. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.47 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 10.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.23 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 5.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12479 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.30 KNS Vc= 28.81 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 1.02 KNS Vc= 28.81 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6456J____________________ 380X 210X 210_____________________6436J____ | |
| 2No10 H 167. 0.TO 380 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 305 | | | ||=========================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12480 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 444. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.67 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 15.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.60 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 13.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12480 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.03 KNS Vc= 28.91 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 0.87 KNS Vc= 28.91 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6457J____________________ 500X 210X 210_____________________6913J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 444 | | | | | ||================================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12481 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 296. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.26 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 6.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.14 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 3.MM2, RHO=0.0001, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12481 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.04 KNS Vc= 28.91 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 0.76 KNS Vc= 28.91 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6458J____________________ 380X 210X 210_____________________6440J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 380 | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 296 | | | ||========================================================== | | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | | | oo | | oo | | oo | | | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12492 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.51 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 11.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS |
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.17 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 25.MM2, RHO=0.0007, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12492 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.97 KNS Vc= 28.42 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 1.75 KNS Vc= 28.42 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6459J____________________ 420X 210X 210_____________________6469J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12493 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.50 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 11.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.04 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 22.MM2, RHO=0.0006, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12493 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.70 KNS Vc= 28.59 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 1.48 KNS Vc= 28.59 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6461J____________________ 420X 210X 210_____________________6471J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12494 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.52 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 11.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.94 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 20.MM2, RHO=0.0006, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12494 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.49 KNS Vc= 28.69 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 1.27 KNS Vc= 28.69 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6463J____________________ 420X 210X 210_____________________6473J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | |
| 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12495 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.46 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 10.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.76 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 16.MM2, RHO=0.0005, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12495 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 28.76 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 1.04 KNS Vc= 28.76 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6465J____________________ 420X 210X 210_____________________6475J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
BEAM NO. 12496 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.33 KN-MET AT 420.MM, LOAD 28| | REQD STEEL= 7.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.50 KN-MET AT 420.MM, LOAD 29| | REQD STEEL= 11.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12496 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.00 KNS Vc= 28.85 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
AT END SUPPORT - Vu= 0.78 KNS Vc= 28.85 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 260. MM
___6467J____________________ 420X 210X 210_____________________6477J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 420 | | | | | 5*12c/c 84 | | | 5*12c/c 84 | | 2No10 H 43. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12497 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.85 KN-MET AT 500.MM, LOAD 29| | REQD STEEL= 40.MM2, RHO=0.0011, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.16 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 47.MM2, RHO=0.0013, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12497 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.41 KNS Vc= 28.01 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 1.51 KNS Vc= 28.01 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6469J____________________ 500X 210X 210_____________________6904J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | | | 5*12c/c 84 | | | | 5*12c/c 84 | | 2No10 H 43. | 0.TO 500 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12498 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 380. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.57 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 12.MM2, RHO=0.0003, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 380. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.24 KN-MET AT 0.MM, LOAD 28| | REQD STEEL= 27.MM2, RHO=0.0008, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12498 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.87 KNS Vc= 28.42 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
AT END SUPPORT - Vu= 1.15 KNS Vc= 28.42 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 240. MM
___6470J____________________ 380X 210X 210_____________________6460J____ | | ||=========================================================================|| | 2No10 H 167. 0.TO 380 | | | | | 4*12c/c 84 | | | 4*12c/c 84 | | 2No10 H 43. 0.TO 380 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 12499 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 210. X 210. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 43. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.74 KN-MET AT 500.MM, LOAD 29| | REQD STEEL= 38.MM2, RHO=0.0011, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
2 167. 2 - 10MM 0. 500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.13 KN-MET AT 0.MM, LOAD 29| | REQD STEEL= 46.MM2, RHO=0.0013, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 125. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 2619.5 cm^4
B E A M N O. 12499 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.20 KNS Vc= 28.39 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
AT END SUPPORT - Vu= 1.30 KNS Vc= 28.39 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 21 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 84. MM C/C FOR 300. MM
___6471J____________________ 500X 210X 210_____________________6906J____ | | ||=========================================================================|| | 2No10 H 167. | 0.TO 500 | | | | |