1.

The working stress method of design specifies the value of modular raito, m = 280/(3 cbc), where cbc is the allowable stress in bending compression in concrete. To whajt extent does the above value of m make any allowance for the creep of concrete?

A. No compensation
B. Full compensation
C. Partial comprssion
D. The two are unrelated
Answer» D. The two are unrelated


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