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SAP2000 Steel Design
SAP2000 v14.0.0 - File:C:\Users\FENIX\Desktop\TRABAJOS RICHARD\SAP2000\GLS-1793 - PZKR4\SUPERADO\ENSAMBLADO abril 9, 2014 15:23
AISC-ASD89 STEEL SECTION CHECK
Combo : CMB17 = G + EQ + SC1 + SCM3 + WX1+
Units : Kgf, m, C
Frame : 102 Design Sect: HE260B
X Mid : 4.850 Design Type: Column
Y Mid : 0.000 Frame Type : Moment Resisting Frame
Z Mid : 4.290 Sect Class : Compact
Length : 3.580 Major Axis : 0.000 degrees counterclockwise from local 3
Loc : 0.000 RLLF : 1.000
Area : 0.012 SMajor : 0.001 rMajor : 0.112 AVMajor: 0.003
IMajor : 1.492E-04 SMinor : 3.950E-04 rMinor : 0.066 AVMinor: 0.008
IMinor : 5.135E-05 ZMajor : 0.001 E : 20389019158
Ixy : 0.000 ZMinor : 6.020E-04 Fy : 24000000.000
STRESS CHECK FORCES & MOMENTS
Location P M33 M22 V2 V3 T
0.000 -6320.601 866.483 -1295.112 637.994 -913.450 -0.506
PMM DEMAND/CAPACITY RATIO
Governing Total P MMajor MMinor Ratio Status
Equation Ratio Ratio Ratio Ratio Limit Check
(H1-3) 0.367 = 0.133 + 0.052 + 0.182 0.950 OK
AXIAL FORCE DESIGN
P fa Fa Ft
Force Stress Allowable Allowable
Axial -6320.601 535644.164 4031346.428 14400000.00
MOMENT DESIGN
M fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor Factor
Major Moment 866.483 754978.360 14400000.00 11894650.36 0.850 2.951 1.000 1.791
Minor Moment -1295.112 3278764.773 18000000.00 4031346.428 0.850 2.974 1.000
SHEAR DESIGN
V fv Fv Stress Status T
Force Stress Allowable Ratio Check Torsion
Major Shear 637.994 245382.183 9600000.000 0.026 OK 0.000
Minor Shear 913.450 120454.890 9600000.000 0.013 OK 0.000