Project Job Number Engineer SAP2000 Steel Design SAP2000 v14.0.0 - File:D:\PROYECTOS SAP2000\APAREJO VITCO\APAREJO agosto 1, 2015 15:47 AISC-ASD89 STEEL SECTION CHECK Combo : CMB1 = 1.0 D + 1.0 L Units : Kgf, m, C Frame : 5 Design Sect: P4 X Mid : 9.875 Design Type: Brace Y Mid : 0.500 Frame Type : Moment Resisting Frame Z Mid : 1.420 Sect Class : Compact Length : 1.726 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 0.000 RLLF : 1.000 Area : 0.002 SMajor : 5.266E-05 rMajor : 0.038 AVMajor: 0.001 IMajor : 3.009E-06 SMinor : 5.266E-05 rMinor : 0.038 AVMinor: 0.001 IMinor : 3.009E-06 ZMajor : 7.065E-05 E : 20389019158 Ixy : 0.000 ZMinor : 7.065E-05 Fy : 24607436.915 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 0.000 48.216 -448.554 0.000 -273.493 0.000 0.000 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (H2-1) 0.526 = 0.002 + 0.525 + 0.000 0.950 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial 48.216 23575.557 12873264.52 14764462.15 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment -448.554 8518388.471 16240908.36 51844845.1 1.000 1.000 1.000 1.750 Minor Moment 0.000 0.000 16240908.36 51844845.1 1.000 1.000 1.000 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 273.493 246662.562 9842974.766 0.025 OK 0.000 Minor Shear 0.000 0.000 9842974.766 0.000 OK 0.000
SAP2000 v14.0.0 - File:D:\PROYECTOS SAP2000\APAREJO
VITCO\APAREJO agosto 1, 2015 15:47
AISC-ASD89 STEEL SECTION CHECK Combo : CMB1 = 1.0 D + 1.0 L
Units : Kgf, m, C Frame : 5 Design Sect: P4 X Mid : 9.875 Design
Type: Brace Y Mid : 0.500 Frame Type : Moment Resisting Frame Z Mid
: 1.420 Sect Class : Compact Length : 1.726 Major Axis : 0.000
degrees counterclockwise from local 3 Loc : 0.000 RLLF : 1.000 Area
: 0.002 SMajor : 5.266E-05 rMajor : 0.038 AVMajor: 0.001 IMajor :
3.009E-06 SMinor : 5.266E-05 rMinor : 0.038 AVMinor: 0.001 IMinor :
3.009E-06 ZMajor : 7.065E-05 E : 20389019158 Ixy : 0.000 ZMinor :
7.065E-05 Fy : 24607436.915 STRESS CHECK FORCES & MOMENTS
Location P M33 M22 V2 V3 T 0.000 48.216 -448.554 0.000 -273.493
0.000 0.000 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor
MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check
(H2-1) 0.526 = 0.002 + 0.525 + 0.000 0.950 OK AXIAL FORCE DESIGN P
fa Fa Ft Force Stress Allowable Allowable Axial 48.216 23575.557
12873264.52 14764462.15 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment
Stress Allowable Allowable Factor Factor Factor Factor Major Moment
-448.554 8518388.471 16240908.36 51844845.1 1.000 1.000 1.000 1.750
Minor Moment 0.000 0.000 16240908.36 51844845.1 1.000 1.000 1.000
SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio
Check Torsion Major Shear 273.493 246662.562 9842974.766 0.025 OK
0.000 Minor Shear 0.000 0.000 9842974.766 0.000 OK 0.000
