PS 210 - Steel Channel (1-5/8" x 1-5/8" x 14 ga.)


Elements of Section - PS 210
Area of Section
0.418in2
Wt./100 Ft.
142lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.145 in4
0.176 in4
Section Modulus (S)
0.162in3
0.217in3
Radius of Gyration (r)
0.589in
0.650in

Beam Loading - PS 210
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)
241,350 0.061,350 1,3501,350
36900 0.13900 900700
48680 0.23680 590400
60540 0.36510 380250
72450 0.51350 260180
84390 0.70260 190130
96340 0.92200 150100
108300 1.15160 12080
120270 1.42130 9060
144230 2.0990 7040
168190 2.7560 5030
192170 3.6750 40NR
216150 4.6140 30NR
240140 5.9030 NRNR
Note: Bearing load may govern capacity.


Column Loading - PS 210
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 2,800 8,040 7,330 6,360 5,430
36 2,410 6,480 5,430 4,190 3,210
48 1,940 4,990 3,830 2,760 2,160
60 1,550 3,740 2,760 2,050 1,640
72 1,290 2,860 2,160 1,640 1,320
84 1,100 2,310 1,780 1,370 1,110
96 950 1,950 1,520 1,180 950
108 840 1,690 1,320 1,030 **
120 760 1,490 1,180 ** **
144 630 1,210 950 ** **