CE 702 · Chapter 5
A rectangular R.C beam of size 250 mm × 500 mm (effective depth) is subjected to a factored shear force of 110 KN. The beam is reinforced with 3-22 mm dia. bars in tension. Design the shear reinforcement. Consider M20 concrete and Fe500 steel.
Find shear reinforcement required for a beam as shown in figure below. Beam is subjected to design SF of 250KN. Consider M25 and Fe500 grade of concrete and steel.
Design the shear reinforcement for a simply supported beam of span 5.0 m having size 230 x 450 effective. It carries a central point load of 30 kN. It is reinforced with 4 bars of 16 mm diameter out of which one bar is bent having the grade of Fe415. Use two-legged vertical stirrups of 8 mm diameter. Take M20 grade concrete.