MAXIMUM ALLOWABLE SPAN/DEPTH RATIOS FOR REINFORCED CONCRETE BEAMS.

被引：0
|
作者：
Rangan, B.Vijaya
机构：
来源：
Institution of Engineers, Australia, Civil Engineering Transactions | 1982年 / 24卷 / 04期
关键词：
CONCRETE CONSTRUCTION - Reinforced Concrete;
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摘要：
The maximum allowable span/depth ratios given by AS1480-1974 deflection provisions are not adequate for controlling deflections of reinforced concrete beams. For this reason, a modified method of calculating span/depth ratios is presented in this paper. A simple expression is developed for maximum allowable span/depth ratio for reinforced concrete beams. The derivations are based on a deflection calculation method which shows good agreement with the test data. Both the total deflection as well as the incremental deflection that may occur after the attachment of non-structural elements are limited. Numerical examples are included to illustrate the application of proposed equations to design.
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页码：312 / 317
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