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 15:48

AISC-ASD89 STEEL SECTION CHECK

Combo : CMB22 = G + EQ + SC1 + SCM3 + WY1-

Units : Kgf, m, C

Frame : 116 Design Sect: HE200B

X Mid : 0.000 Design Type: Beam

Y Mid : 2.611 Frame Type : Moment Resisting Frame

Z Mid : 8.980 Sect Class : Compact

Length : 5.221 Major Axis : 0.000 degrees counterclockwise from local 3

Loc : 2.460 RLLF : 1.000

Area : 0.008 SMajor : 5.696E-04 rMajor : 0.085 AVMajor: 0.002

IMajor : 5.696E-05 SMinor : 2.003E-04 rMinor : 0.051 AVMinor: 0.005

IMinor : 2.003E-05 ZMajor : 6.430E-04 E : 20389019158

Ixy : 0.000 ZMinor : 3.060E-04 Fy : 24000000.000

STRESS CHECK FORCES & MOMENTS

Location P M33 M22 V2 V3 T

2.460 -1293.304 -283.548 1107.947 -728.400 154.253 0.125

PMM DEMAND/CAPACITY RATIO

Governing Total P MMajor MMinor Ratio Status

Equation Ratio Ratio Ratio Ratio Limit Check

(H1-3) 0.361 = 0.019 + 0.035 + 0.307 0.950 OK

AXIAL FORCE DESIGN

P fa Fa Ft

Force Stress Allowable Allowable

Axial -1293.304 165595.961 8618832.437 14400000.00

MOMENT DESIGN

M fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor Factor

Major Moment -283.548 497802.671 14400000.00 225923214.7 0.850 1.000 0.353 1.000

Minor Moment 1107.947 5531437.363 18000000.00 9878068.156 1.000 1.000 1.000

SHEAR DESIGN

V fv Fv Stress Status T

Force Stress Allowable Ratio Check Torsion

Major Shear 728.400 404666.576 9600000.000 0.042 OK 0.000

Minor Shear 154.253 30850.505 9600000.000 0.003 OK 0.000