Que. A rectangular beam section of size 230mm width and 400mm overall depth in r/f with 2 nos of 10 mm dia at top and 3 nos of 16mm dia bar at bottom, being tension r/f it is subjected to factor shear force of 18 KN, TM=1.2 KN-m, BM= 18 KN-m, check the section for torsional reinforcement M20 and fe415.
Que. Design the reinforcement for a beam of rectangular cross-section having following data b=300mm, D= 850 mm, M20, Fe250, BMu = 200 KN-m, d=800 mm, Tu = 50 KN-m, Vu = 100 KN
