Project Job Number Engineer SAP2000 Steel Design SAP2000 v14.0.0 - File:F:\TRABAJOS RICHARD - RAYBITE\MINER SALTA FMC\FMC-1865\03 - SAP2000\GALPON-OFICINA - RECORD - 25-12-2014 diciembre 27, 2014 7:12 AISC-ASD89 STEEL SECTION CHECK Combo : CMB3 = 1.0 D + 1.0 S Units : Kgf, m, C Frame : 29 Design Sect: UPN120 X Mid : 3.000 Design Type: Beam Y Mid : 3.568 Frame Type : Moment Resisting Frame Z Mid : 3.476 Sect Class : Compact Length : 6.000 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 3.000 RLLF : 1.000 Area : 0.002 SMajor : 6.068E-05 rMajor : 0.046 AVMajor: 8.400E-04 IMajor : 3.641E-06 SMinor : 1.106E-05 rMinor : 0.016 AVMinor: 8.250E-04 IMinor : 0.000 ZMajor : 7.469E-05 E : 20389019158 Ixy : 0.000 ZMinor : 2.363E-05 Fy : 24000000.000 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 3.000 0.683 490.545 42.313 2.824 -7.908 1.407 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (BENDING) 0.963 = 0.000 + 0.697 + 0.266 1.000 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial 0.683 401.944 2963803.693 14400000.00 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment 490.545 8083686.627 11600648.83 6253598.311 1.000 1.000 1.000 1.000 Minor Moment 42.313 3827163.424 14400000.00 2963803.693 1.000 1.000 0.500 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 2.824 3362.041 9600000.000 0.000 OK 0.000 Minor Shear 7.908 9585.103 9600000.000 0.001 OK 0.000
SAP2000 v14.0.0 - File:F:\TRABAJOS RICHARD - RAYBITE\MINER SALTA
FMC\FMC-1865\03 - SAP2000\GALPON-OFICINA - RECORD -
25-12-2014diciembre 27, 2014 7:12
AISC-ASD89 STEEL SECTION CHECK Combo : CMB3 = 1.0 D + 1.0 S
Units : Kgf, m, C Frame : 29 Design Sect: UPN120 X Mid : 3.000
Design Type: Beam Y Mid : 3.568 Frame Type : Moment Resisting Frame
Z Mid : 3.476 Sect Class : Compact Length : 6.000 Major Axis :
0.000 degrees counterclockwise from local 3 Loc : 3.000 RLLF :
1.000 Area : 0.002 SMajor : 6.068E-05 rMajor : 0.046 AVMajor:
8.400E-04 IMajor : 3.641E-06 SMinor : 1.106E-05 rMinor : 0.016
AVMinor: 8.250E-04 IMinor : 0.000 ZMajor : 7.469E-05 E :
20389019158 Ixy : 0.000 ZMinor : 2.363E-05 Fy : 24000000.000 STRESS
CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 3.000 0.683
490.545 42.313 2.824 -7.908 1.407 PMM DEMAND/CAPACITY RATIO
Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio
Ratio Ratio Limit Check (BENDING) 0.963 = 0.000 + 0.697 + 0.266
1.000 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable
Allowable Axial 0.683 401.944 2963803.693 14400000.00 MOMENT DESIGN
M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor
Factor Factor Factor Major Moment 490.545 8083686.627 11600648.83
6253598.311 1.000 1.000 1.000 1.000 Minor Moment 42.313 3827163.424
14400000.00 2963803.693 1.000 1.000 0.500 SHEAR DESIGN V fv Fv
Stress Status T Force Stress Allowable Ratio Check Torsion Major
Shear 2.824 3362.041 9600000.000 0.000 OK 0.000 Minor Shear 7.908
9585.103 9600000.000 0.001 OK 0.000
