PS 200 PLC - Welded Steel Channel & Plate


Elements of Section - PS 200 PLC
Area of Section
1.965in2
Wt./100 Ft.
668lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
4.068 in4
1.092 in4
Section Modulus (S)
1.669in3
1.190in3
Radius of Gyration (r)
1.439in
0.745in

Beam Loading - PS 200 PLC
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)
249,100 * 0.019,100 * 9,100 *9,100 *
369,100 * 0.059,100 * 9,100 *9,100 *
487,000 0.087,000 7,0007,000
605,600 0.135,600 5,6005,600
724,660 0.194,660 4,6604,660
844,000 0.264,000 4,0003,630
963,500 0.343,500 3,5002,780
1083,110 0.433,110 3,1102,200
1202,800 0.522,800 2,6701,780
1442,330 0.752,330 1,8501,230
1682,000 1.031,810 1,360910
1921,750 1.341,390 1,040690
2161,550 1.691,100 820550
2401,400 2.10890 670440
*Load limited by spot weld shear.


Column Loading - PS 200 PLC
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 11,420 36,800 33,890 30,440 27,600
36 10,600 30,840 27,600 24,400 22,160
48 9,860 26,400 23,560 21,060 19,470
60 9,160 23,370 21,060 19,160 18,020
72 8,610 21,310 19,470 18,020 17,140
84 8,170 19,890 18,410 17,260 15,240
96 7,790 18,890 17,670 16,760 11,670
108 7,460 18,160 17,140 13,280 9,220
120 7,150 17,590 16,760 10,750 7,470
144 5,660 16,840 11,670 7,470 **
168 4,520 12,990 8,570 ** **