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ETABS Steel Design

ETABS v9.7.4 - File:CANOPY-2A - KN-m Units July 10,2015 16:53

AISC-LRFD93 STEEL SECTION CHECK Units: KN-m (Summary for Combo and Station) Level: STORY1 Element: B333 Station Loc: 0.110 Section ID: HS300X200X6 Element Type: Moment Resisting Frame Classification: Slender L=4.334 A=0.006 i22=4.053E-05 i33=7.576E-05 z22=4.552E-04 z33=6.016E-04 s22=4.053E-04 s33=5.050E-04 r22=0.083 r33=0.114 E=200000000.00 fy=317158.900 RLLF=1.000 P-M33-M22 Demand/Capacity Ratio is 0.703 = 0.000 + 0.701 + 0.002 STRESS CHECK FORCES & MOMENTS P M33 M22 V2 V3 Combo COMB3 -0.361 -94.324 -0.118 -45.553 -0.099 AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1-1b) Pu phi*Pnc phi*Pnt Load Strength Strength Axial 0.361 1438.848 1671.554 Mu phi*Mn Cm B1 B2 K L Cb Moment Capacity Factor Factor Factor Factor Factor Factor Major Bending 94.324 134.548 1.000 1.000 1.000 1.000 0.975 2.511 Minor Bending 0.118 74.189 0.850 1.000 1.000 1.000 0.516 SHEAR DESIGN Vu Phi*Vn Stress Force Strength Ratio Major Shear 45.553 616.557 0.074 Minor Shear 0.099 411.038 0.000