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.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.4.3P: Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the...
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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.
EX5:Design the shear reinforcement for the beam shown below,
kN
wu = 200 f'. = 27. 6Mpa. fy = 414Mpa, use Ø10mm stirrups.
kN
W = 200
b = 300mm
d = 500nm
6m
Note, the solution must be ASCE 7-10 Specifications.
Transcribed Image Text:EX5:Design the shear reinforcement for the beam shown below, kN wu = 200 f'. = 27. 6Mpa. fy = 414Mpa, use Ø10mm stirrups. kN W = 200 b = 300mm d = 500nm 6m Note, the solution must be ASCE 7-10 Specifications.
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