PS 150 - Steel Channel (1-5/8" x 2-7/16" x 12 ga.)


Elements of Section - PS 150
Area of Section
0.726in2
Wt./100 Ft.
247lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.522 in4
0.334 in4
Section Modulus (S)
0.390in3
0.411in3
Radius of Gyration (r)
0.848in
0.679in

Beam Loading - PS 150
Span
(in)
Max
Allow.
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Span
/180
(lbs)
Span
240
(lbs)
Span
/360
(lbs)
243,270 0.043,270 3,2703,270
362,180 0.092,180 2,1802,180
481,640 0.151,640 1,6401,420
601,310 0.241,310 1,310910
721,090 0.341,090 950630
84940 0.47930 700470
96820 0.61710 530360
108730 0.78560 420280
120650 0.95460 340230
144550 1.39320 240160
168470 1.89230 170120
192410 2.46180 13090
216360 3.07140 11070
240330 3.86110 9060
Note: Bearing load may govern capacity.


Column Loading - PS 150
Unbraced
Height
(in)
Allowable
Load at
Slot Face
(lbs)
Max Column Load
Applied at C.G.
K=0.65
(lbs)
K=0.80
(lbs)
K=1.0
(lbs)
K=1.2
(lbs)
24 4,640 13,840 12,570 10,840 9,190
36 3,970 11,050 9,190 7,030 5,370
48 3,180 8,420 6,390 4,620 3,630
60 2,550 6,250 4,620 3,450 2,780
72 2,120 4,790 3,630 2,780 2,260
84 1,810 3,890 3,010 2,330 1,910
96 1,580 3,290 2,580 2,020 1,650
108 1,400 2,860 2,260 1,770 1,440
120 1,270 2,530 2,020 1,580 **
144 1,060 2,070 1,650 ** **
168 920 1,750 1,380 ** **