Q . Design four legged vertical stirrup for the section given below which is subjected to ultimate shear force of 11000 KN.
Step I)
Vu = 11000 KN
Step II)
Q. Design Shear Reinforcement for section given below, which is subjected to working shear force of 250 KN, Assume 2 bars used for bent up bar. M20 grade of concrete, fe500, a(alpha) = 45 degree.
Q. Design shear r/f in terms of inclined stirrups for a simply supported beam of following properties. Consider factored shear force of 100 KN. fck = 20 MPa, fy = 415 MPa.
Q. |Deign the beam for flexural & shear considering critical section at the face of the support and also check Ast,min and Ast,max. Use M20 grade of concrete fe415 steel.
Q. Design Shear reinforcement for the beam of given properties. Assume 2-32mm dia bars are curtailed before critical section. M30, fe500, Wu=60 KN/m, leff = 11.5 m, Support width is 500 and 600 mm .
