8/18/2019 Ahu Sg1 Etabs

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ETABS Steel Design

ETABS v9.7.4 - File:20150415 KUWAIT_DD75-C-5 a - KN-m Units July 10,2015 15:39

AISC-LRFD93 STEEL SECTION CHECK Units: KN-m (Summary for Combo and Station)  Level: AHU Element: B2993 Station Loc: 1.831 Section ID: WF600X200X11X17  Element Type: Moment Resisting Frame Classification: Compact L=4.165A=0.013 i22=2.273E-05 i33=7.442E-04 z22=3.571E-04 z33=0.003s22=2.273E-04 s33=0.002 r22=0.042 r33=0.239E=199999962.30 fy=344737.882RLLF=1.000

P-M33-M22 Demand/Capacity Ratio is 0.214 = 0.000 + 0.214 + 0.000

STRESS CHECK FORCES & MOMENTS  P M33 M22 V2 V3  Combo C2 0.000 190.230 0.000 -92.670 0.000 AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1-1b)

  Pu phi*Pnc phi*Pnt  Load Strength Strength  Axial 0.000 3707.764 4041.648

 Mu phi*Mn Cm B1 B2 K L Cb

  Moment Capacity Factor Factor Factor Factor Factor Factor  Major Bending 190.230 888.364 1.000 1.000 1.000 1.000 1.000 1.065  Minor Bending 0.000 105.783 1.000 1.000 1.000 1.000 0.200 SHEAR DESIGN

  Vu Phi*Vn Stress  Force Strength Ratio  Major Shear 92.670 1228.726 0.075  Minor Shear 0.000 1054.909 0.000