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Some Mooted Questions in Reinforced Concrete Design

American Society of Civil Engineers, Transactions, Paper - No. 1169, Volume LXX, Dec. 1910

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Author: Edward Godfrey
Published: 1910
Language: English
Wordcount: 52,536 / 161 pg
Flesch-Kincaid Reading Ease: 65.5
LoC Category: TA
Downloads: 427
Added to site: 2005.11.23 11499
Genre: Non-fiction

his is exactly analogous to shear rods which cannot act until failure has begun.

When the man who tears down by criticism fails to point out the way to build up, he is a destructive critic. If, under the circumstances, designing with shear rods had the virtue of being the best thing to do with the steel and concrete disposed in a beam, as far as experience and logic in their present state could decide, nothing would be gained by simply criticising this method of design. But logic and tests have shown a far simpler, more effective, and more economical means of disposing of the steel in a reinforced concrete beam.

In shallow beams there is little need of provision for taking shear by any other means than the concrete itself. The writer has seen a reinforced slab support a very heavy load by simple friction, for the slab was cracked close to the supports. In slabs, shear is seldom provided for in the steel reinforcement. It is only when beams begin to have a depth approximating one-tenth of the span that t



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