PS 560 2T3 - Steel Channel (1-5/8" x 13/16" x 16 ga.)


Elements of Section - PS 560 2T3
Area of Section
0.478in2
Wt./100 Ft.
166lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.104 in4
0.183 in4
Section Modulus (S)
0.128in3
0.225in3
Radius of Gyration (r)
0.462in
0.613in

Beam Loading - PS 560 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)
24810 * 0.05810 * 810 *810 *
36710 0.14710 710500
48540 0.25540 430280
60430 0.40360 270180
72360 0.57250 190130
84310 0.78190 14090
96270 1.02140 11070
108240 1.29110 8060
120210 1.5490 7050
144180 2.2960 5030
*Load limited by spot weld shear.


Column Loading - PS 560 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 2,830 10,390 10,000 9,470 8,960
36 2,740 9,530 8,960 7,870 6,700
48 2,590 8,620 7,480 5,910 4,440
60 2,340 7,380 5,910 4,090 2,840
72 2,020 6,110 4,440 2,840 1,970
84 1,700 4,880 3,260 2,090 **
96 1,440 3,780 2,500 ** **
108 1,230 2,990 1,970 ** **