Structural Design Specifications-Data Intensity 1 :: Discussion


4.The permissible bending stresses Pbet for steel slab bases should not exceed_______________?
A.1500 kg/cm2
B.1650 kg/cm2
C.1800 kg/cm2
D.1890 kg/cm2
Answer:  Option  A
Explanation:

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Published by:Michael Daani

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