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 - 25-12-2diciembre 30, 2014 10:26

AISC-ASD89 STEEL SECTION CHECK Combo : CMB39 = 1.0 D + 0.75 S + 0.525 EY- Units : Kgf, m, C Frame : 6 Design Sect: IPN240 X Mid : 6.000 Design Type: Column Y Mid : 1.190 Frame Type : Moment Resisting Frame Z Mid : 1.650 Sect Class : Compact Length : 3.000 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 3.000 RLLF : 1.000 Area : 0.005 SMajor : 3.573E-04 rMajor : 0.096 AVMajor: 0.002 IMajor : 4.287E-05 SMinor : 4.929E-05 rMinor : 0.024 AVMinor: 0.002 IMinor : 2.612E-06 ZMajor : 4.145E-04 E : 20389019158 Ixy : 0.000 ZMinor : 7.764E-05 Fy : 24000000.000 STRESS CHECK FORCES & MOMENTS Location P M33 M22 V2 V3 T 3.000 -2865.961 1846.703 4.191 -615.568 -1.397 0.000 PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (H1-3) 0.458 = 0.094 + 0.359 + 0.005 1.000 OK AXIAL FORCE DESIGN P fa Fa Ft Force Stress Allowable Allowable Axial -2865.961 618029.006 6557181.789 14400000.00 MOMENT DESIGN M fb Fb Fe Cm K L Cb Moment Stress Allowable Allowable Factor Factor Factor Factor Major Moment 1846.703 5169201.751 14400000.00 107845087.9 0.850 1.000 1.000 1.750 Minor Moment 4.191 85045.002 18000000.00 6571101.910 0.850 1.000 1.000 SHEAR DESIGN V fv Fv Stress Status T Force Stress Allowable Ratio Check Torsion Major Shear 615.568 294812.113 9600000.000 0.031 OK 0.000 Minor Shear 1.397 603.696 9600000.000 6.289E-05 OK 0.000