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Bending moment to be carried by any rectangular reinforced beam can be computed by product of coefficient R, width b, and square of effective depth d; charts developed from which R can be read under different assumption of steel reinforcement.
Bending moment to be carried by any rectangular reinforced beam can be computed by product of coefficient R, width b, and square of effective depth d; charts developed from which R can be read under different assumption of steel reinforcement.
Bending resistance of concrete sections
Surveyor
Wilson, W.S. (Autor:in)
1949
2 pages
Aufsatz (Zeitschrift)
Englisch
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