PS 700J - Channel (13/16" x -13/32" x 19 ga.)


Elements of Section - PS 700J
Area of Section
0.074in2
Wt./100 Ft.
25lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.002 in4
0.007 in4
Section Modulus (S)
0.007in3
0.017in3
Radius of Gyration (r)
0.150in
0.307in

Beam Loading - PS 700J
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)
1880 0.1260 5030
2460 0.2240 3020
3050 0.3620 2010
3640 0.5020 1010
Note: Bearing load may govern capacity.

Column Loading - PS 700J
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)
18 420 1,200 990 720 510
24 330 900 640 410 280
30 260 620 410 ** **
36 200 430 280 ** **