PS 200 2T3 - Steel Channel (1-5/8" x 3-1/4" x 12 ga.)


Elements of Section - PS 200 2T3
Area of Section
1.111in2
Wt./100 Ft.
378lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.928 in4
0.471 in4
Section Modulus (S)
0.571in3
0.580in3
Radius of Gyration (r)
0.914in
0.651in

Beam Loading - PS 200 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)
243,500 * 0.023,500 * 3,500 *3,500 *
363,190 0.073,190 3,1903,190
482,390 0.132,390 2,3902,390
601,910 0.201,910 1,9101,620
721,600 0.281,600 1,6001,130
841,370 0.391,370 1,240830
961,200 0.511,200 950630
1081,060 0.641,000 750500
120960 0.79810 610410
144800 1.14560 420280
168680 1.53410 310210
192600 2.02320 240160
216530 2.54250 190130
240480 3.16200 150100
*Load limited by spot weld shear.


Column Loading - PS 200 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 6,430 24,280 23,610 22,700 21,820
36 6,290 22,810 21,820 20,650 19,670
48 6,160 21,410 20,300 18,670 16,160
60 6,000 20,210 18,670 15,520 12,390
72 5,620 18,970 16,160 12,390 8,950
84 5,170 16,950 13,630 9,470 6,580
96 4,690 14,890 11,190 7,250 5,040
108 4,170 12,850 8,950 5,730 3,980
120 3,690 10,900 7,250 4,640 **
144 2,930 7,630 5,040 ** **