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)

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 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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1.
Material
Concrete Steel h(mm)
C35
S420
550
As'
As
b
For Beam Section
d'(mm)
50
d'
bw(mm)
350
As'
As
6422 3018
h(mm)
600
For Column Section
b(mm) d'(mm) As-As
350
50
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)
d b) For column section(N=0.25* Ac*fck)
Transcribed Image Text:1. Material Concrete Steel h(mm) C35 S420 550 As' As b For Beam Section d'(mm) 50 d' bw(mm) 350 As' As 6422 3018 h(mm) 600 For Column Section b(mm) d'(mm) As-As 350 50 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) d b) For column section(N=0.25* Ac*fck)
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