SAP2000

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D:\New folder (6)\LALA.sdb 11/14/2015 3:27 PM

AISC 360-10 STEEL SECTION CHECK (Summary for Combo and Station) Units : N, mm, C

Frame : 291 X Mid: 17000.000 Combo: 1.2 D + 1.6 L Design Type: Beam Length: 5250.000 Y Mid: 7875.000 Shape: HSS101.6X50.8X4.8Frame Type: OMF Loc : 5250.000 Z Mid: 14133.000 Class: Compact Princpl Rot: 0.000 degrees

Provision: LRFD Analysis: Direct Analysis D/C Limit=0.950 2nd Order: General 2nd Order Reduction: Tau-b Fixed AlphaPr/Py=0.007 AlphaPr/Pe=0.022 Tau_b=1.000 EA factor=0.800 EI factor=0.800

PhiB=0.900 PhiC=0.900 PhiTY=0.900 PhiTF=0.750 PhiS=0.900 PhiS-RI=1.000 PhiST=0.900

A=1220.000 I33=1520000.000 r33=35.297 S33=29803.922 Av3=449.072 J=1280000.000 I22=508000.000 r22=20.406 S22=20000.000 Av2=901.680 E=200000.000 fy=290.000 Ry=1.308 z33=38300.000 RLLF=1.000 Fu=500.000 z22=23400.000

HSS Welding: ERW Reduce HSS Thickness? No

STRESS CHECK FORCES & MOMENTS (Combo 1.2 D + 1.6 L) Location Pu Mu33 Mu22 Vu2 Vu3 Tu 5250.000 2422.903 5359331.741 1374145.302 -5192.803 -2045.867 2395.558

PMM DEMAND/CAPACITY RATIO (H1.2,H1-1b) D/C Ratio: 0.765 = 0.004 + 0.536 + 0.225 = (1/2)(Pr/Pc) + (Mr33/Mc33) + (Mr22/Mc22)

AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1.2,H1-1b) Factor L K1 K2 B1 B2 Cm Major Bending 1.000 1.000 1.000 1.000 1.000 1.000 Minor Bending 0.500 1.000 1.000 1.000 1.000 1.000

Lltb Kltb Cb LTB 0.500 1.000 1.195

Pu phi*Pnc phi*Pnt Force Capacity Capacity Axial 2422.903 85920.506 318420.000

Mu phi*Mn phi*Mn Moment Capacity No LTB Major Moment 5359331.741 9996300.000 9996300.000 Minor Moment 1374145.302 6107400.000

Tu Tn phi*Tn Moment Capacity Capacity Torsion 2395.558 6903304.325 6212973.893

SHEAR CHECK Vu phi*Vn Stress Status Force Capacity Ratio Check Major Shear 5192.803 122846.688 0.042 OK Minor Shear 2045.867 51968.273 0.039 OK

CONNECTION SHEAR FORCES FOR BEAMS VMajor VMajor Left Right Major (V2) 5195.120 5192.803