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Question

A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored load of intensity 10 kN/m. The design shear force (expressed in kN) at the section X-X of the beam is _____.


  1. 65

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Solution

The correct option is A 65
Vu=50 kN
Mu=375 kNm
design shear =Vu+Mutanβd

=50+3750.5(20010000)=65 kN

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