PS 600J - Channel (13/16" x 13/16" x 19 ga.)


Elements of Section - PS 600J
Area of Section
0.107in2
Wt./100 Ft.
36lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.009 in4
0.012 in4
Section Modulus (S)
0.020in3
0.029in3
Radius of Gyration (r)
0.295in
0.333in

Beam Loading - PS 600J
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)
18230 0.06230 230180
24170 0.11170 150100
30140 0.18130 10070
36110 0.2490 7050
42100 0.3570 5030
4880 0.4250 4030
5480 0.6040 3020
6070 0.7230 2020
Note: Bearing load may govern capacity.

Column Loading - PS 600J
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)
18 600 1,660 1,400 1,100 860
24 490 1,300 1,010 740 590
30 420 990 740 560 450
36 340 770 590 450 370
42 300 630 490 380 310
48 260 540 420 330 270
54 240 470 370 290 **
60 210 410 330 ** **