PS 210 2T3 - Steel Channel (1-5/8" x 3-1/4" x 14 ga.)


Elements of Section - PS 210 2T3
Area of Section
0.835in2
Wt./100 Ft.
284lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.733 in4
0.353 in4
Section Modulus (S)
0.451in3
0.434in3
Radius of Gyration (r)
0.937in
0.650in

Beam Loading - PS 210 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)
242,180 * 0.022,180 * 2,180 *2,180 *
362,180 * 0.062,180 * 2,180 *2,180 *
481,890 0.131,890 1,8901,890
601,510 0.201,510 1,5101,280
721,260 0.281,260 1,260890
841,080 0.391,080 980650
96950 0.51950 750500
108840 0.64790 590400
120760 0.79640 480320
144630 1.13440 330220
168540 1.54330 250160
192470 2.00250 190130
216420 2.55200 150100
240380 3.16160 12080
*Load limited by spot weld shear.
Note: Bearing load may govern capacity.


Column Loading - PS 210 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 5,010 18,250 17,700 16,880 16,030
36 4,860 16,990 16,030 14,770 13,620
48 4,700 15,610 14,380 12,930 11,750
60 4,480 14,280 12,930 11,490 9,290
72 4,210 13,100 11,750 9,290 6,700
84 3,880 12,090 10,220 7,090 4,930
96 3,480 11,170 8,390 5,430 3,770
108 3,060 9,640 6,700 4,290 2,980
120 2,680 8,170 5,430 3,480 **
144 2,090 5,710 3,770 ** **