| Author(s): |
Lewis B. Burgett
Raymond H. R. Tide |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, September 1980, n. 3, v. 17 |
| Page(s): | 74-78 |
| DOI: | 10.62913/engj.v17i3.1262 |
| Abstract: |
The allowable flexural stress for steel beams with less than full lateral support is given by AISC Eqs. (1.5-6a), (1.5- 6b), or (1.5-7). Each of these equations contain the term Cb , a coefficient dependent upon the moment gradient. In Part 2 of the AISC Manual are curves for beams with allowable moment plotted for varying unsupported lengths. The curves are for Cb = 1.0. The following procedure affords a fast selection of a beam using the beam curves when the value of Cb is other than 1.0. A considerable saving of steel can result. |
- About this
data sheet - Reference-ID
10783182 - Published on:
17/05/2024 - Last updated on:
17/05/2024
Structurae cooperates with
