Curtailment of steel bars, in a beam, is possible, since
ABending moment is mini-mum at the ends
BShear force is maximum at the ends
CBond stress is higher in compression, than in tension
DNone of the above
ABending moment is mini-mum at the ends
BShear force is maximum at the ends
CBond stress is higher in compression, than in tension
DNone of the above
Related Questions: