Correct option is A
Given,
section of beam = 200 mm x 300 mm
effective length = 5 m
flexural strength = 18 kN-m
self-weight = 1 kN/m
we know that,
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A simply supported RCC beam of effective length 5 m and section of size 200 mm x 300 mm is having flexural strength of 18 kN-m. Calculate the maximum external udl that can be applied to the beam before failure. Take self-weight as 1 kN/m.
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