The T-section shown is subjected to a design ultimate moment of M = 180kN.m. Find the require area of reinforcement given a 10% redistribution of moments was applied in determining the moment. stic material strengths: concrete inforcement Width of flange Height of flange Width of web fcu:= 30-MPa fy:= 450 MPa bf:= 400-mm hf:= 100-mm bw := 200-mm d:= 350-mm Reinforcement Depth bf A bw d

The T-section shown is subjected to a design ultimate moment of M = 180kN.m. Find the require area of reinforcement given a 10% redistribution of moments was applied in determining the moment. stic material strengths: concrete inforcement Width of flange Height of flange Width of web fcu:= 30-MPa fy:= 450 MPa bf:= 400-mm hf:= 100-mm bw := 200-mm d:= 350-mm Reinforcement Depth bf A bw d

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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