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SAP2000 Steel Design

SAP2000 v14.2.4 - File:D:\PROYECTOS SAP2000\FMC\GALPON-FMC - AISC-ASD - REFORZADO noviembre 6, 2015 9:24

AISC-ASD89 STEEL SECTION CHECK Combo : CS7C = 0.6 D + 1.0 VY Units : Kgf, m, C Frame : 2 Design Sect: 2-C150x60x2.6 X Mid : 2.200 Design Type: Column Y Mid : 0.000 Frame Type : Moment Resisting Frame Z Mid : 1.490 Sect Class : Non-Compact Length : 2.980 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 0.000 RLLF : 1.000 Area : 0.002 SMajor : 7.030E-05 rMajor : 0.059 AVMajor: 8.001E-04 IMajor : 5.272E-06 SMinor : 1.992E-05 rMinor : 0.028 AVMinor: 6.195E-04 IMinor : 1.195E-06 ZMajor : 8.178E-05 E : 20389019158 Ixy : 0.000 ZMinor : 2.727E-05 Fy : 24000000.000 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 0.000 2.302 5.510 92.932 3.826 78.263 0.004 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (H2-1) 0.330 = 0.000 + 0.005 + 0.324 0.950 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial 2.302 1528.503 6233179.312 14400000.00 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment 5.510 78380.835 14400000.00 41390703.0 1.000 1.000 1.000 2.300 Minor Moment 92.932 4666329.714 14400000.00 6233179.312 1.000 1.227 1.000 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 3.826 4781.593 9600000.000 0.000 OK 0.000 Minor Shear 78.263 126325.954 9600000.000 0.013 OK 0.000