Product name: CS 700J Channel (13/16 Item No.: |
Features
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 | ** | ** |