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Sheet . . . . . . .of . . . . .PROJECT : Job No :SUBJECT : Revision :Calc by : Date : 02-jan-2015 Checked : Date :
Code check single angle to AISC 360-10 LRFD
Design loads kN kN-m
Axial load (Pr) = 163,17 Moment x-x (Mrx) = 0,00
(short leg) (Vrx) = 0,00 Moment y-y (Mry) = 0,00
(long leg) (Vry) = 0,00
Moments resolved about principal axes (F10). Theta = 45,00
Mw-w = 0,00 Mz-z = 0,00
Effective lengths
Lb (F10) = 4742 E5.(a) KL/rx' = 4742
Section data
150x150x15 RSA Fy =355,0 MPa
D = 150,00 B = 150,00 tw = 15,00 Area = 4.320,000 mm2
Points 1 2
Sx 84.636,872 213.380,282 mm3
Sy 213.380,282 84.636,872 mm3
Iw = 14400000,000 Iz = 3750000,000 mm4
rw = 57,74 rz = 29,46 mm
Lw/rw = 82,13 Lz/rz = 0,00
Points 1 2 3
Sw 135.764,464 -135.764,540 mm3
Sz 82.932,406 82.932,148 -61.628,573mm3
Section available stresses
Point 1 Point 2 Point 3
Fa(c) = 0,1 0,1 0,1
Fa(t) = 0,1 0,1 0,1
Fbw = 351,5 351,5 351,5
Fbz = 356,1 356,1 479,3
Code check results
Cb = 1
(H2-1) point 1 0,13 + 0,00 + 0,00 = 0,13
point 2 0,13 + 0,00 + 0,00 = 0,13
point 3 0,13 + 0,00 + 0,00 = 0,13
Shear
On short leg Vr.x /Vc.x = 0,00
On long leg Vr.y /Vc.y = 0,00
Section O.K. use 150x150x15 RSA