Project Job Number Engineer SAP2000 Steel Design SAP2000 v14.0.0 - File:D:\PROYECTOS SAP2000\BAHITEK\PTF-CD-202 - MODIFICADO - 14-07-2015 julio 16, 2015 11:38 AISC-ASD89 STEEL SECTION CHECK Combo : CMB8 = 1.0 D + 0.75 L + 0.75 VX- Units : Kgf, m, C Frame : 13 Design Sect: UPN100 X Mid : 0.770 Design Type: Beam Y Mid : 0.600 Frame Type : Moment Resisting Frame Z Mid : 2.400 Sect Class : Compact Length : 1.200 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 0.600 RLLF : 1.000 Area : 0.001 SMajor : 4.106E-05 rMajor : 0.039 AVMajor: 6.000E-04 IMajor : 2.053E-06 SMinor : 8.478E-06 rMinor : 0.015 AVMinor: 7.083E-04 IMinor : 0.000 ZMajor : 5.033E-05 E : 20389019158 Ixy : 0.000 ZMinor : 1.800E-05 Fy : 24000000.000 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 0.600 -1.924 39.633 16.705 0.047 37.506 0.029 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (H1-3) 0.198 = 0.000 + 0.061 + 0.137 0.950 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial -1.924 1429.150 12854414.18 14400000.00 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment 39.633 965251.551 15840000.00 111206682.9 1.000 1.000 1.000 1.000 Minor Moment 16.705 1970466.828 14400000.00 129516536.0 0.850 1.000 0.350 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 0.047 78.907 9600000.000 8.219E-06 OK 0.000 Minor Shear 37.506 52952.621 9600000.000 0.006 OK 0.000

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SAP2000 Steel Design

SAP2000 v14.0.0 - File:D:\PROYECTOS SAP2000\BAHITEK\PTF-CD-202 - MODIFICADO - 14-07-2015 julio 16, 2015 11:38

AISC-ASD89 STEEL SECTION CHECK Combo : CMB8 = 1.0 D + 0.75 L + 0.75 VX- Units : Kgf, m, C Frame : 13 Design Sect: UPN100 X Mid : 0.770 Design Type: Beam Y Mid : 0.600 Frame Type : Moment Resisting Frame Z Mid : 2.400 Sect Class : Compact Length : 1.200 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 0.600 RLLF : 1.000 Area : 0.001 SMajor : 4.106E-05 rMajor : 0.039 AVMajor: 6.000E-04 IMajor : 2.053E-06 SMinor : 8.478E-06 rMinor : 0.015 AVMinor: 7.083E-04 IMinor : 0.000 ZMajor : 5.033E-05 E : 20389019158 Ixy : 0.000 ZMinor : 1.800E-05 Fy : 24000000.000 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 0.600 -1.924 39.633 16.705 0.047 37.506 0.029 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (H1-3) 0.198 = 0.000 + 0.061 + 0.137 0.950 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial -1.924 1429.150 12854414.18 14400000.00 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment 39.633 965251.551 15840000.00 111206682.9 1.000 1.000 1.000 1.000 Minor Moment 16.705 1970466.828 14400000.00 129516536.0 0.850 1.000 0.350 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 0.047 78.907 9600000.000 8.219E-06 OK 0.000 Minor Shear 37.506 52952.621 9600000.000 0.006 OK 0.000