Project

Job Number

Engineer

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