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


Elements of Section - PS 200
Area of Section
0.555in2
Wt./100 Ft.
189lb
 
Axis X-X
Axis Y-Y
Moment of Inertia (I)
0.185 in4
0.236 in4
Section Modulus (S)
0.202in3
0.290in3
Radius of Gyration (r)
0.577in
0.651in

Beam Loading - PS 200
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)
241,690 0.061,690 1,6901,690
361,130 0.131,130 1,130900
48850 0.22850 760500
60680 0.35650 480320
72560 0.50450 340220
84480 0.68330 250160
96420 0.89250 190130
108380 1.14200 150100
120340 1.40160 12080
144280 2.00110 8060
168240 2.7280 6040
192210 3.5560 50NR
216190 4.5850 40NR
240170 5.6240 NRNR
Note: Bearing load may govern capacity.


Column Loading - PS 200
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 3,550 10,740 9,890 8,770 7,740
36 3,190 8,910 7,740 6,390 5,310
48 2,770 7,260 6,010 4,690 3,800
60 2,380 5,910 4,690 3,630 2,960
72 2,080 4,840 3,800 2,960 2,400
84 1,860 4,040 3,200 2,480 1,980
96 1,670 3,480 2,750 2,110 1,660
108 1,510 3,050 2,400 1,810 **
120 1,380 2,700 2,110 ** **
144 1,150 2,180 1,660 ** **