EX:Design the shear reinforcement for the beam shown below, w, =2002 £, = 27.6Mpa. f, = 414Mpa, use 010mm stirrups. w, =200 b= 300mm = soofum| en Note, the solution must be ASCE 7-10 Specifications.

Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in

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