. stresses in the steel b. nominal load, Pn
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
Transcribed Image Text:62.5
187.5
187.5 62.5
Pn
300
mm
500 mm
e
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