PS 100 2T3 - Steel Channel (1-5/8" x 6-1/2" x 12 ga.)


Elements of Section - PS 100 2T3
Area of Section
1.793in2
Wt./100 Ft.
610lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
6.226 in4
0.866 in4
Section Modulus (S)
1.916in3
1.066in3
Radius of Gyration (r)
1.864in
0.695in

Beam Loading - PS 100 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)
246,890 * 0.016,890 * 6,890 *6,890 *
366,890 * 0.026,890 * 6,890 *6,890 *
486,890 * 0.056,890 * 6,890 *6,890 *
606,420 0.106,420 6,4206,420
725,350 0.145,350 5,3505,350
844,590 0.194,590 4,5904,590
964,020 0.254,020 4,0204,020
1083,570 0.323,570 3,5703,360
1203,210 0.393,210 3,2102,720
1442,680 0.572,680 2,6801,890
1682,290 0.772,290 2,0801,390
1922,010 1.012,010 1,5901,060
2161,780 1.271,680 1,260840
2401,610 1.581,360 1,020680
* Load limited by spot weld shear.
Note: Bearing load may govern capacity.


Column Loading - PS 100 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 10,670 39,230 38,030 36,210 34,240
36 10,350 36,450 34,240 31,200 28,260
48 9,940 33,220 30,200 26,430 23,190
60 9,290 29,950 26,430 22,470 19,380
72 8,560 26,880 23,190 19,380 16,450
84 7,860 24,140 20,520 17,040 12,090
96 7,220 21,790 18,370 13,330 9,250
108 6,600 19,790 16,450 10,530 7,310
120 5,760 18,130 13,330 8,530 **
144 4,390 14,020 9,250 ** **
168 3,420 10,300 6,800 ** **