PS 500 - Steel Channel (1-5/8" x 13/16" x 14 ga.)


Elements of Section - PS 500
Area of Section
0.290in2
Wt./100 Ft.
98lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.026 in4
0.107 in4
Section Modulus (S)
0.054in3
0.132in3
Radius of Gyration (r)
0.298in
0.609in

Beam Loading - PS 500
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)
24450 0.11450 420280
36300 0.24250 190130
48230 0.44140 11070
60180 0.6790 7050
72150 0.9660 5030
84130 1.3250 3020
96110 1.6740 3020
108100 2.1630 2010
12090 2.6720 2010
Note: Bearing load may govern capacity.


Column Loading - PS 500
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 1,840 5,610 5,210 4,570 3,850
36 1,640 4,660 3,850 2,800 1,960
48 1,310 3,490 2,480 1,590 1,100
60 1,000 2,400 1,590 ** **
72 770 1,670 1,100 ** **