. stresses in the steel b. nominal load, Pn

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. A tied column which is subjected to an eccentric load has dimension 300mm x 500 mm which is reinforced with 4D32 as shown. If eccentricity, e = 125 mm, fc’ = 21 MPa, and fy = 414 MPa, compute the following:

a. stresses in the steel
b. nominal load, Pn
c. nominal moment capacity, Mn

62.5
187.5
187.5 62.5
Pn
300
mm
500 mm
e
Transcribed Image Text:62.5 187.5 187.5 62.5 Pn 300 mm 500 mm e
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