1. Material Concrete Steel C35 S420 As' As h(mm) 550 d d' For Beam Section d'(mm) 50 bw(mm) 350 As' As 6022 3 18 h(mm) 600 For Column Section d'(mm) 50 b(mm) 350 As-As' 6424 Obtain the moment-curvature relationship of given cross- section through the points of cracking of concrete, yielding of reinforcing bars and crushing of concrete. a) For beam section(N=0) b) For column section(N=0.25* Ac*fck)

1. Material Concrete Steel C35 S420 As' As h(mm) 550 d d' For Beam Section d'(mm) 50 bw(mm) 350 As' As 6022 3 18 h(mm) 600 For Column Section d'(mm) 50 b(mm) 350 As-As' 6424 Obtain the moment-curvature relationship of given cross- section through the points of cracking of concrete, yielding of reinforcing bars and crushing of concrete. a) For beam section(N=0) b) For column section(N=0.25* Ac*fck)

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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