a) Find out the maximum bending moment M, at limit state of collapse for the beam section assuming the stress in compression reinforcement o = 0.9566 f, corresponding to tensile stress f, in tensile reinforcement at the limit state. b) What should be the superimposed uniformly distributed load 'w', the beam can carry at working conditions? c) Design the shear reinforcement at support if design shear strength of concrete t, is given as 100A, follows for different values of p = bd
a) Find out the maximum bending moment M, at limit state of collapse for the beam section assuming the stress in compression reinforcement o = 0.9566 f, corresponding to tensile stress f, in tensile reinforcement at the limit state. b) What should be the superimposed uniformly distributed load 'w', the beam can carry at working conditions? c) Design the shear reinforcement at support if design shear strength of concrete t, is given as 100A, follows for different values of p = bd
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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