PS 150 2T3 - Steel Channel (1-5/8" x 4-7/8" x 12 ga.)


Elements of Section - PS 150 2T3
Area of Section
1.452in2
Wt./100 Ft.
494lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
2.805 in4
0.669 in4
Section Modulus (S)
1.151in3
0.823in3
Radius of Gyration (r)
1.390in
0.679in

Beam Loading - PS 150 2T3
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)
245,220 * 0.015,220 * 5,220 *5,220 *
365,220 * 0.045,220 * 5,220 *5,220 *
484,820 0.084,820 4,8204,820
603,860 0.133,860 3,8603,860
723,220 0.193,220 3,2203,220
842,760 0.262,760 2,7602,500
962,410 0.342,410 2,4101,920
1082,140 0.422,140 2,1401,510
1201,930 0.521,930 1,8401,230
1441,610 0.761,610 1,280850
1681,380 1.031,250 940630
1921,210 1.35960 720480
2161,070 1.70760 570380
240960 2.09610 460310
*Load limited by spot weld shear.


Column Loading - PS 150 2T3
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 8,580 31,810 30,880 29,520 28,100
36 8,350 29,700 28,100 26,000 24,070
48 8,080 27,390 25,330 22,910 20,940
60 7,720 25,170 22,910 20,510 17,170
72 7,270 23,190 20,940 17,170 12,700
84 6,780 21,510 18,740 13,430 9,330
96 6,130 20,110 15,630 10,290 7,150
108 5,450 17,750 12,700 8,130 5,650
120 4,800 15,260 10,290 6,590 **
144 3,760 10,830 7,150 ** **
168 2,970 7,950 5,250 ** **