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JUNIOR CHANNEL SYSTEM > CS 700J Channel (13/16" x -13/32" x 19 )
Product name: CS 700J Channel (13/16
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Description

* Bearing load may govern capacity.
** KL/r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading. For concentrated load at center of span, divide uniform load by 2 and multiply corresponding deflection by 0.8. This load table is based on a solid channel section.
Elements of SectionWeight (lbs./100 ft.) Area of Section (Inch2) X-X Axis, Moment of Inertia (Inc X-X Axis, Section Modulus (Inch3 X-X Axis, Radius of Gyration (In Y-Y Axis, Moment of Inertia (Inc
25 0.074 0.002 0.007 0.15 0.007
           
Span (in) Max Allowable Uniform Load (lb) Defl. At Uniform Load (in) Uniform Loading at Deflection Sp Uniform Loading at Deflection Sp Uniform Loading at Deflection Sp
18 80 0.12 60 50 30
24 60 0.22 40 30 20
30 50 0.36 20 20 10
36 40 0.5 20 10 10
           
- Unbraced Height (in) Max. Allowable Load at Slot Face Maximum Column Load Applied at C Maximum Column Load Applied at C Maximum Column Load Applied at C Maximum Column Load Applied at C
18 420 1,200 990 720 510
24 330 900 640 410 280
30 260 620 410 ** **
36 200 430 280 ** **


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