Project

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Engineer

SAP2000 Steel Design

SAP2000 v14.0.0 - File:D:\PROYECTOS SAP2000\BAHITEK\PTF-CD-202 - MODIFICADO - 14-07-2015 julio 16, 2015 11:54

AISC-ASD89 STEEL SECTION CHECK Combo : CMB5 = 1.0 D + 1.0 VY+ Units : Kgf, m, C Frame : 46 Design Sect: 2L 44x4.8 X Mid : 0.000 Design Type: Brace Y Mid : 0.600 Frame Type : Moment Resisting Frame Z Mid : 4.075 Sect Class : Non-Compact Length : 3.558 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 1.779 RLLF : 1.000 Area : 8.014E-04 SMajor : 4.719E-06 rMajor : 0.014 AVMajor: 4.234E-04 IMajor : 0.000 SMinor : 8.089E-06 rMinor : 0.022 AVMinor: 4.234E-04 IMinor : 0.000 ZMajor : 8.504E-06 E : 20389019158 Ixy : 0.000 ZMinor : 1.413E-05 Fy : 24000000.000 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 1.779 -866.320 7.142 -0.005 -19.312 0.003 -0.009 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (H1-1) 0.375 = 0.267 + 0.108 + 0.000 0.950 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial -866.320 1080995.547 4050357.733 14400000.00 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment 7.142 1513263.637 14400000.00 6168990.599 0.850 1.000 0.500 1.000 Minor Moment -0.005 646.130 14400000.00 4118561.060 1.000 1.000 1.000 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 19.312 45614.200 9600000.000 0.005 OK 0.000 Minor Shear 0.003 6.938 9600000.000 0.000 OK 0.000