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ahmed musisi residence 1-coldes

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1C1 Storey: 1 (Con.:C20/25 / Steel:Grade 500 (Type 2)) Loadings (Combination): No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top) 1 171.6 -8.6 -8.6 163.2 1.5 24.5 2 174.6 -8.7 -8.7 166.2 3.8 26.1 3 171.3 -8.6 -8.6 162.8 3.0 24.3 4 157.4 -7.9 -7.9 148.9 -0.3 22.6 5 170.7 -8.5 -8.5 162.2 3.6 22.6 6 171.5 -8.6 -8.6 163.1 1.7 24.4 7 169.9 -8.5 -8.5 161.4 3.1 22.1 8 157.2 -7.9 -7.9 148.8 -0.7 22.7 9 170.7 -8.5 -8.5 162.2 3.4 22.8 10 174.6 -8.7 -8.7 166.2 3.8 26.1 11 171.3 -8.6 -8.6 162.8 3.0 24.3 12 165.0 -8.3 -8.3 156.6 -12.4 22.4 13 178.2 -8.9 -8.9 169.8 15.4 26.5 14 166.9 -8.3 -8.3 158.5 -0.6 5.1 15 176.3 -8.8 -8.8 167.9 3.7 43.8 16 161.9 -8.1 -8.1 153.5 -11.8 22.4 17 174.7 -8.7 -8.7 166.2 15.1 26.4 18 163.7 -8.2 -8.2 155.3 -0.4 5.6 19 172.9 -8.6 -8.6 164.4 3.7 43.1 20 123.7 -6.2 -6.2 116.9 -8.3 17.9 21 133.2 -6.7 -6.7 126.4 11.5 20.9 22 125.0 -6.3 -6.3 118.3 0.1 5.6 23 131.8 -6.6 -6.6 125.0 3.2 33.2 Critical Combination:15 - (G+Q-Wy-Ny) Min Design N (kN) 176.3 - 176.3 M1 (kN.m) -8.8 -3.5 -9.5 M2 (kN.m) 43.8 3.5 44.6 N-max (kN) 0.0 Concrete Cover = 25.0 mm Neutral Axis: Y = 546.6 mm Alpha = 76.21 o Short Column... Lambda1/Lim1 = 19.1 < 91.0 Lambda2/Lim2 = 19.3 < 80.7 M-add(1/2)= 0.0 / 0.0 kN.m V-Ed (1/2)= 8.1 / 17.5 kN v-Ed = 0.10 / 0.23 N/mm2 v-Rdc = 0.77 / 0.77 N/mm2 v-RdMax = 3.78 / 3.78 N/mm2 Links = H8-175 As (Required): %0.58 523.45 mm2 As (Provided): %0.89 804.25 mm2 4H16 300 300 2C1 Storey: 2 (Con.:C20/25 / Steel:Grade 500 (Type 2)) Loadings (Combination): No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top) 1 40.5 -3.2 -7.3 36.8 1.3 6.4 2 40.6 -3.2 -7.8 36.8 1.4 6.6 3 40.5 -3.1 -7.3 36.7 1.3 6.4 4 40.5 -2.7 -6.9 36.8 1.2 6.3 5 40.4 -3.1 -6.8 36.6 1.3 6.2 6 40.6 -3.2 -7.4 36.9 1.4 6.5 7 40.4 -3.1 -6.8 36.7 1.3 6.1 8 40.5 -2.6 -6.9 36.8 1.2 6.3 9 40.4 -3.1 -6.8 36.7 1.3 6.2 10 40.6 -3.2 -7.8 36.8 1.4 6.6 11 40.5 -3.1 -7.3 36.7 1.3 6.4 12 40.1 -3.7 -7.4 36.3 1.1 6.3 13 41.0 -2.6 -7.3 37.2 1.6 6.5 14 40.7 -3.3 -8.0 36.9 1.3 5.3 15 40.4 -3.0 -6.7 36.6 1.3 7.5 16 40.1 -3.5 -7.4 36.3 1.1 6.3 17 40.9 -2.5 -7.3 37.2 1.6 6.5 18 40.7 -3.2 -7.9 36.9 1.3 5.3 19 40.3 -2.9 -6.8 36.6 1.3 7.5 20 32.0 -2.5 -5.9 29.0 0.9 5.0 21 32.7 -1.8 -5.9 29.7 1.3 5.2 22 32.5 -2.2 -6.3 29.5 1.1 4.3 23 32.2 -2.0 -5.6 29.2 1.1 6.0 Critical Combination:14 - (G+Q+Wy+Ny) Min Design N (kN) 40.7 - 40.7 M1 (kN.m) -3.3 -0.8 -3.5 M2 (kN.m) -8.0 -0.8 -8.1 N-max (kN) 0.0 Concrete Cover =25.0 mm Neutral Axis: Y = 92.1 mm Alpha = 21.17 o Short Column... Lambda1/Lim1 = 28.6 < 149.0 Lambda2/Lim2 = 28.9 < 166.4 M-add(1/2)= 0.0 / 0.0 kN.m V-Ed (1/2)= 1.6 / 4.8 kN v-Ed = 0.05 / 0.15 N/mm2 v-Rdc = 0.84 / 0.84 N/mm2 v-RdMax = 3.54 / 3.54 N/mm2 Links = H8-175 As (Required): %0.45 178.27 mm2 As (Provided): %2.01 804.25 mm2 4H16 200 200 COLUMN REINFORCEMENT DESIGN CSEC (U) LTD. (*17S-N56S-XY6R-2MF7) Orion Building Design System 18.0 (04.2012) / Page: CD-1 Project: AHMED_MUSISI_RESIDENCE_1

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  • 1C1 Storey: 1 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 171.6 -8.6 -8.6 163.2 1.5 24.52 174.6 -8.7 -8.7 166.2 3.8 26.13 171.3 -8.6 -8.6 162.8 3.0 24.34 157.4 -7.9 -7.9 148.9 -0.3 22.65 170.7 -8.5 -8.5 162.2 3.6 22.66 171.5 -8.6 -8.6 163.1 1.7 24.47 169.9 -8.5 -8.5 161.4 3.1 22.18 157.2 -7.9 -7.9 148.8 -0.7 22.79 170.7 -8.5 -8.5 162.2 3.4 22.8

    10 174.6 -8.7 -8.7 166.2 3.8 26.111 171.3 -8.6 -8.6 162.8 3.0 24.312 165.0 -8.3 -8.3 156.6 -12.4 22.413 178.2 -8.9 -8.9 169.8 15.4 26.514 166.9 -8.3 -8.3 158.5 -0.6 5.115 176.3 -8.8 -8.8 167.9 3.7 43.816 161.9 -8.1 -8.1 153.5 -11.8 22.417 174.7 -8.7 -8.7 166.2 15.1 26.418 163.7 -8.2 -8.2 155.3 -0.4 5.619 172.9 -8.6 -8.6 164.4 3.7 43.120 123.7 -6.2 -6.2 116.9 -8.3 17.921 133.2 -6.7 -6.7 126.4 11.5 20.922 125.0 -6.3 -6.3 118.3 0.1 5.623 131.8 -6.6 -6.6 125.0 3.2 33.2

    Critical Combination:15 - (G+Q-Wy-Ny)Min Design

    N (kN) 176.3 - 176.3M1 (kN.m) -8.8 -3.5 -9.5M2 (kN.m) 43.8 3.5 44.6N-max (kN) 0.0

    Concrete Cover = 25.0 mmNeutral Axis:

    Y = 546.6 mmAlpha = 76.21 o

    Short Column...Lambda1/Lim1 = 19.1 < 91.0Lambda2/Lim2 = 19.3 < 80.7M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 8.1 / 17.5 kNv-Ed = 0.10 / 0.23 N/mm2v-Rdc = 0.77 / 0.77 N/mm2v-RdMax = 3.78 / 3.78 N/mm2

    Links = H8-175

    As (Required): %0.58 523.45 mm2As (Provided): %0.89 804.25 mm2

    4H16

    300

    300

    2C1 Storey: 2 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 40.5 -3.2 -7.3 36.8 1.3 6.42 40.6 -3.2 -7.8 36.8 1.4 6.63 40.5 -3.1 -7.3 36.7 1.3 6.44 40.5 -2.7 -6.9 36.8 1.2 6.35 40.4 -3.1 -6.8 36.6 1.3 6.26 40.6 -3.2 -7.4 36.9 1.4 6.57 40.4 -3.1 -6.8 36.7 1.3 6.18 40.5 -2.6 -6.9 36.8 1.2 6.39 40.4 -3.1 -6.8 36.7 1.3 6.2

    10 40.6 -3.2 -7.8 36.8 1.4 6.611 40.5 -3.1 -7.3 36.7 1.3 6.412 40.1 -3.7 -7.4 36.3 1.1 6.313 41.0 -2.6 -7.3 37.2 1.6 6.514 40.7 -3.3 -8.0 36.9 1.3 5.315 40.4 -3.0 -6.7 36.6 1.3 7.516 40.1 -3.5 -7.4 36.3 1.1 6.317 40.9 -2.5 -7.3 37.2 1.6 6.518 40.7 -3.2 -7.9 36.9 1.3 5.319 40.3 -2.9 -6.8 36.6 1.3 7.520 32.0 -2.5 -5.9 29.0 0.9 5.021 32.7 -1.8 -5.9 29.7 1.3 5.222 32.5 -2.2 -6.3 29.5 1.1 4.323 32.2 -2.0 -5.6 29.2 1.1 6.0

    Critical Combination:14 - (G+Q+Wy+Ny)Min Design

    N (kN) 40.7 - 40.7M1 (kN.m) -3.3 -0.8 -3.5M2 (kN.m) -8.0 -0.8 -8.1N-max (kN) 0.0

    Concrete Cover =25.0 mmNeutral Axis:

    Y = 92.1 mmAlpha = 21.17 o

    Short Column...Lambda1/Lim1 = 28.6 < 149.0Lambda2/Lim2 = 28.9 < 166.4M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 1.6 / 4.8 kNv-Ed = 0.05 / 0.15 N/mm2v-Rdc = 0.84 / 0.84 N/mm2v-RdMax = 3.54 / 3.54 N/mm2

    Links = H8-175

    As (Required): %0.45 178.27 mm2As (Provided): %2.01 804.25 mm2

    4H16

    200

    200

    COLUMN REINFORCEMENT DESIGNCSEC (U) LTD. (*17S-N56S-XY6R-2MF7)

    Orion Building Design System 18.0 (04.2012) / Page: CD-1

    Project: AHMED_MUSISI_RESIDENCE_1

  • 1C7 Storey: 1 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 510.3 -51.0 0.0 502.8 51.4 26.32 453.0 -45.3 0.0 445.5 37.5 26.53 448.1 -44.8 0.0 440.6 37.5 26.44 492.0 -49.2 0.0 484.5 53.0 23.15 444.6 -44.5 0.0 437.1 36.2 22.96 511.6 -51.2 0.0 504.1 51.3 26.57 459.4 -45.9 0.0 451.9 35.8 26.18 491.3 -49.1 0.0 483.8 53.1 23.09 444.6 -44.5 0.0 437.1 36.0 23.0

    10 453.0 -45.3 0.0 445.5 37.5 26.511 448.1 -44.8 0.0 440.6 37.5 26.412 504.5 -50.5 0.0 497.0 29.2 26.213 516.2 -51.6 0.0 508.7 73.6 26.314 509.7 -51.0 0.0 502.2 51.1 15.515 511.0 -51.1 0.0 503.5 51.7 37.116 481.8 -48.2 0.0 474.3 26.3 25.317 493.1 -49.3 0.0 485.6 69.2 25.418 486.8 -48.7 0.0 479.3 47.4 14.919 488.1 -48.8 0.0 480.6 48.0 35.820 343.0 -34.3 0.0 337.0 15.5 18.521 351.4 -35.1 0.0 345.4 47.0 18.622 346.7 -34.7 0.0 340.7 31.0 10.823 347.7 -34.8 0.0 341.7 31.5 26.2

    Critical Combination:15 - (G+Q-Wy-Ny)Min Design

    N (kN) 511.0 - 511.0M1 (kN.m) 51.7 10.2 53.7M2 (kN.m) 37.1 10.2 39.1N-max (kN) 0.0

    Concrete Cover = 25.0 mmNeutral Axis:

    Y = 188.6 mmAlpha = 18.06 o

    Short Column...Lambda1/Lim1 = 13.0 < 87.2Lambda2/Lim2 = 26.9 < 53.5M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 41.7 / 12.4 kNv-Ed = 0.58 / 0.19 N/mm2v-Rdc = 1.08 / 1.21 N/mm2v-RdMax = 3.97 / 3.97 N/mm2

    Links = H8-175

    As (Required): %2.68 2145.74 mm2As (Provided): %3.02 2412.74 mm2

    12H16

    400

    200

    2C7 Storey: 2 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 56.6 -43.3 -34.3 49.1 12.6 17.62 56.4 -29.8 -34.5 48.9 11.0 17.83 56.4 -30.6 -34.1 48.9 10.9 17.84 56.4 -45.0 -30.5 48.9 12.8 16.95 56.1 -30.3 -30.6 48.6 10.9 16.96 56.5 -44.1 -34.2 49.0 12.6 17.87 56.3 -29.0 -33.9 48.8 10.8 17.68 56.5 -44.1 -30.6 49.0 12.8 16.89 56.1 -30.3 -30.6 48.6 10.8 16.9

    10 56.4 -29.8 -34.5 48.9 11.0 17.811 56.4 -30.6 -34.1 48.9 10.9 17.812 55.5 -49.3 -34.0 48.0 10.1 17.413 57.6 -37.2 -34.5 50.1 15.0 17.914 56.2 -43.1 -34.0 48.7 12.6 15.515 57.0 -43.5 -34.5 49.5 12.5 19.816 55.4 -45.6 -32.9 47.9 9.7 17.217 57.5 -34.0 -33.4 50.0 14.5 17.718 56.1 -39.6 -32.9 48.6 12.2 15.319 56.9 -40.0 -33.5 49.4 12.1 19.520 44.2 -29.4 -24.3 38.2 7.1 13.421 45.8 -21.1 -24.7 39.8 10.8 13.722 44.7 -25.1 -24.2 38.7 8.9 12.023 45.3 -25.4 -24.8 39.3 8.9 15.2

    Critical Combination:12 - (G+Q+Wx+Nx)Min Design

    N (kN) 55.5 - 55.5M1 (kN.m) -49.3 -1.1 -49.6M2 (kN.m) -34.0 -1.1 -34.2N-max (kN) 0.0

    Concrete Cover = 25.0 mmNeutral Axis:

    Y = 141.2 mmAlpha = 17.58 o

    Short Column...Lambda1/Lim1 = 15.1 < 188.0Lambda2/Lim2 = 27.7 < 218.1M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 19.8 / 18.1 kNv-Ed = 0.28 / 0.28 N/mm2v-Rdc = 0.77 / 0.90 N/mm2v-RdMax = 3.46 / 3.47 N/mm2

    Links = H8-175

    As (Required): %2.12 1695.63 mm2As (Provided): %3.02 2412.74 mm2

    12H16

    400

    200

    COLUMN REINFORCEMENT DESIGNCSEC (U) LTD. (*17S-N56S-XY6R-2MF7)

    Orion Building Design System 18.0 (04.2012) / Page: CD-2

    Project: AHMED_MUSISI_RESIDENCE_1

  • 1C8 Storey: 1 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 564.1 28.2 0.0 558.5 -33.9 -19.72 510.0 25.5 0.0 504.3 -25.1 -19.63 500.3 25.0 0.0 494.7 -25.9 -19.34 544.6 27.2 0.0 538.9 -34.9 -18.65 482.8 24.1 0.0 477.1 -26.7 -17.76 545.0 27.2 0.0 539.3 -35.5 -19.27 500.2 25.0 0.0 494.5 -25.8 -19.68 563.6 28.2 0.0 558.0 -33.3 -19.09 482.7 24.1 0.0 477.1 -26.9 -17.6

    10 510.0 25.5 0.0 504.3 -25.1 -19.611 500.3 25.0 0.0 494.7 -25.9 -19.312 566.1 28.3 0.0 560.5 -47.4 -19.013 562.0 28.1 0.0 556.4 -20.3 -20.414 570.1 28.5 0.0 564.5 -33.9 -29.615 558.1 27.9 0.0 552.5 -33.8 -9.816 541.6 27.1 0.0 536.0 -44.6 -18.217 537.6 26.9 0.0 532.0 -18.4 -19.618 545.5 27.3 0.0 539.9 -31.6 -28.519 533.8 26.7 0.0 528.2 -31.5 -9.320 387.5 19.4 0.0 383.0 -30.5 -13.221 384.6 19.2 0.0 380.1 -11.2 -14.222 390.4 19.5 0.0 385.9 -20.9 -20.723 381.7 19.1 0.0 377.2 -20.8 -6.6

    Critical Combination:14 - (G+Q+Wy+Ny)Min Design

    N (kN) 570.1 - 570.1M1 (kN.m) -33.9 -11.4 -36.1M2 (kN.m) -29.6 -11.4 -31.7N-max (kN) 0.0

    Concrete Cover = 25.0 mmNeutral Axis:

    Y = 220.5 mmAlpha = 27.68 o

    Short Column...Lambda1/Lim1 = 17.4 < 74.9Lambda2/Lim2 = 26.3 < 47.9M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 25.2 / 9.9 kNv-Ed = 0.49 / 0.21 N/mm2v-Rdc = 1.17 / 1.22 N/mm2v-RdMax = 3.97 / 3.97 N/mm2

    Links = H8-175

    As (Required): %3.74 2246.56 mm2As (Provided): %4.02 2412.74 mm2

    12H16

    300

    200

    2C8 Storey: 2 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 88.7 20.9 21.0 83.1 -11.1 -15.62 90.3 11.9 21.0 84.6 -6.4 -15.63 90.3 12.9 21.1 84.7 -6.9 -15.64 88.4 23.3 20.5 82.8 -12.0 -14.95 90.4 14.0 19.0 84.7 -7.2 -14.66 88.7 23.0 20.7 83.1 -11.8 -15.27 90.5 12.3 21.1 84.9 -6.5 -15.78 88.4 21.2 20.8 82.8 -11.3 -15.39 90.4 14.0 19.0 84.7 -7.3 -14.5

    10 90.3 11.9 21.0 84.6 -6.4 -15.611 90.3 12.9 21.1 84.7 -6.9 -15.612 89.2 23.7 21.0 83.6 -14.4 -15.513 88.2 18.2 21.1 82.6 -7.8 -15.714 89.9 20.8 23.3 84.3 -11.0 -18.615 87.5 21.1 18.8 81.8 -11.1 -12.516 89.6 21.7 20.3 84.0 -13.2 -15.117 88.6 16.3 20.4 83.0 -6.7 -15.318 90.3 18.8 22.6 84.7 -9.9 -18.219 87.9 19.1 18.2 82.3 -10.0 -12.220 72.4 13.5 15.0 67.9 -8.4 -11.421 71.7 9.4 15.1 67.2 -3.5 -11.622 73.0 11.4 16.8 68.5 -5.9 -13.823 71.1 11.6 13.3 66.6 -6.0 -9.2

    Critical Combination:14 - (G+Q+Wy+Ny)Min Design

    N (kN) 89.9 - 89.9M1 (kN.m) 20.8 1.8 21.1M2 (kN.m) 23.3 1.8 23.6N-max (kN) 0.0

    Concrete Cover =25.0 mmNeutral Axis:

    Y = 142.3 mmAlpha = 22.74 o

    Short Column...Lambda1/Lim1 = 17.4 < 130.6Lambda2/Lim2 = 26.5 < 146.2M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 12.7 / 14.0 kNv-Ed = 0.25 / 0.29 N/mm2v-Rdc = 0.85 / 0.92 N/mm2v-RdMax = 3.66 / 3.66 N/mm2

    Links = H8-175

    As (Required): %1.52 913.66 mm2As (Provided): %2.01 1206.37 mm2

    6H16

    300

    200

    COLUMN REINFORCEMENT DESIGNCSEC (U) LTD. (*17S-N56S-XY6R-2MF7)

    Orion Building Design System 18.0 (04.2012) / Page: CD-3

    Project: AHMED_MUSISI_RESIDENCE_1

  • 1C14 Storey: 1 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 397.4 0.0 0.0 393.7 11.2 -1.32 382.9 0.0 0.0 379.1 12.0 -1.23 347.2 0.0 0.0 343.4 10.3 -0.94 359.0 0.0 0.0 355.3 8.8 -0.55 336.1 0.0 0.0 332.3 9.6 -1.46 352.5 0.0 0.0 348.7 9.1 -0.87 346.9 0.0 0.0 343.2 10.3 -1.18 404.0 0.0 0.0 400.3 11.0 -0.99 336.2 0.0 0.0 332.4 9.5 -1.3

    10 382.9 0.0 0.0 379.1 12.0 -1.211 347.2 0.0 0.0 343.4 10.3 -0.912 398.5 0.0 0.0 394.8 6.4 -0.913 396.3 0.0 0.0 392.5 16.0 -1.814 391.0 0.0 0.0 387.2 11.8 -8.415 403.9 0.0 0.0 400.1 10.6 5.816 380.1 0.0 0.0 376.4 6.1 -0.817 378.0 0.0 0.0 374.2 15.4 -1.718 372.8 0.0 0.0 369.0 11.3 -8.119 385.3 0.0 0.0 381.6 10.1 5.620 269.8 0.0 0.0 266.8 4.2 -0.521 268.2 0.0 0.0 265.2 11.1 -1.222 264.3 0.0 0.0 261.3 8.1 -5.923 273.7 0.0 0.0 270.7 7.2 4.2

    Critical Combination:13 - (G+Q-Wx-Nx)Min Design

    N (kN) 396.3 - 396.3M1 (kN.m) 16.0 7.9 17.5M2 (kN.m) -1.8 -7.9 -7.9N-max (kN) 0.0

    Concrete Cover = 25.0 mmNeutral Axis:

    Y = 206.3 mmAlpha = 28.03 o

    Short Column...Lambda1/Lim1 = 26.1 < 45.9Lambda2/Lim2 = 26.1 < 35.4M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 5.3 / 2.8 kNv-Ed = 0.17 / 0.09 N/mm2v-Rdc = 1.22 / 1.22 N/mm2v-RdMax = 3.97 / 3.97 N/mm2

    Links = H8-175

    As (Required): %2.53 1012.74 mm2As (Provided): %4.02 1608.50 mm2

    8H16

    200

    200

    2C14 Storey: 2 (Con.:C20/25 / Steel:Grade 500 (Type 2))Loadings (Combination):

    No N (Bot) M1 (Bot) M2 (Bot) N (Top) M1 (Top) M2 (Top)1 54.4 -21.7 -3.4 50.7 15.4 0.92 54.6 -22.3 -3.4 50.8 15.8 0.93 55.6 -19.9 -3.6 51.9 14.5 1.14 55.5 -18.3 -3.9 51.8 13.6 1.45 55.7 -19.0 -3.1 52.0 14.0 1.06 56.3 -18.8 -3.7 52.5 13.9 1.27 55.6 -20.0 -3.5 51.8 14.6 1.08 53.7 -21.1 -3.6 49.9 15.1 1.09 55.8 -18.9 -3.1 52.0 13.9 1.0

    10 54.6 -22.3 -3.4 50.8 15.8 0.911 55.6 -19.9 -3.6 51.9 14.5 1.112 54.6 -20.3 -3.5 50.8 14.1 0.913 54.2 -23.0 -3.4 50.5 16.8 0.814 53.5 -22.0 -1.6 49.8 15.7 -1.215 55.3 -21.3 -5.2 51.5 15.1 2.916 55.0 -19.5 -3.4 51.2 13.7 1.017 54.6 -22.2 -3.3 50.9 16.3 0.818 53.9 -21.2 -1.5 50.2 15.3 -1.119 55.7 -20.5 -5.1 51.9 14.7 2.920 44.7 -14.1 -2.5 41.7 10.1 0.821 44.5 -16.2 -2.4 41.5 12.2 0.822 43.9 -15.4 -1.1 40.9 11.4 -0.823 45.3 -14.9 -3.9 42.3 11.0 2.4

    Critical Combination:13 - (G+Q-Wx-Nx)Min Design

    N (kN) 54.2 - 54.2M1 (kN.m) -23.0 -1.1 -23.2M2 (kN.m) -3.4 -1.1 -3.6N-max (kN) 0.0

    Concrete Cover = 25.0 mmNeutral Axis:

    Y = 446.1 mmAlpha = 77.03 o

    Short Column...Lambda1/Lim1 = 26.1 < 147.7Lambda2/Lim2 = 26.1 < 120.3M-add(1/2)= 0.0 / 0.0 kN.m

    V-Ed (1/2)= 13.3 / 2.7 kNv-Ed = 0.42 / 0.09 N/mm2v-Rdc = 0.89 / 0.90 N/mm2v-RdMax = 3.63 / 3.63 N/mm2

    Links = H8-175

    As (Required): %1.83 733.85 mm2As (Provided): %2.01 804.25 mm2

    4H16

    200

    200

    COLUMN REINFORCEMENT DESIGNCSEC (U) LTD. (*17S-N56S-XY6R-2MF7)

    Orion Building Design System 18.0 (04.2012) / Page: CD-4

    Project: AHMED_MUSISI_RESIDENCE_1


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