Civil Engineering - RCC Structures Design - Discussion

4. 

Design of R.C.C. cantilever beams, is based on the resultant force at

[A]. fixed end
[B]. free end
[C]. mid span
[D]. mid span and fixed support.

Answer: Option A

Explanation:

No answer description available for this question.

Sonu Jangra said: (Nov 21, 2014)  
How it is possible?

GAUTAM said: (Sep 15, 2017)  
Because in cantilever beam maximum SHEAR FORCE & BENDING MOMENT is at fixed end.

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