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ETABS Steel Design

ETABS v9.7.4 - File:CANOPY-2A - KN-m Units July 10,2015 17:02

AISC-LRFD93 STEEL SECTION CHECK Units: KN-m (Summary for Combo and Station) Level: STORY1 Element: B197 Station Loc: 1.173 Section ID: HS200X100X4.5 Element Type: Moment Resisting Frame Classification: Slender L=2.345 A=0.003 i22=4.672E-06 i33=1.383E-05 z22=1.046E-04 z33=1.701E-04 s22=9.345E-05 s33=1.383E-04 r22=0.042 r33=0.073 E=200000000.00 fy=317158.900 RLLF=1.000 P-M33-M22 Demand/Capacity Ratio is 0.031 = 0.000 + 0.031 + 0.000 STRESS CHECK FORCES & MOMENTS P M33 M22 V2 V3 Combo COMB3 0.482 1.505 0.000 0.000 0.000 AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1-1b) Pu phi*Pnc phi*Pnt Load Strength Strength Axial 0.482 573.859 747.575 Mu phi*Mn Cm B1 B2 K L Cb Moment Capacity Factor Factor Factor Factor Factor Factor Major Bending 1.505 48.542 1.000 1.000 1.000 1.000 1.000 1.144 Minor Bending 0.000 17.106 1.000 1.000 1.000 1.000 1.000 SHEAR DESIGN Vu Phi*Vn Stress Force Strength Ratio Major Shear 0.000 308.278 0.000 Minor Shear 0.000 154.139 0.000