Problem 3.9 (Ans. e, = 0.00435, p = 0.827, ÞM¸ = 1050.4 ft-k) 24 in. 27 in. 6 #11 bars 4 3 in. fy = 80,000 psi f;= 6000 psi -20 in.-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For Problems 3.7 to 3.10, determine the values of e, o, and pM,
for the sections shown.
Transcribed Image Text:For Problems 3.7 to 3.10, determine the values of e, o, and pM, for the sections shown.
Problem 3.9 (Ans. e, = 0.00435, o = 0.827,
pM = 1050.4 ft-k)
24 in. 27 in.
6 #11 bars
4 3 in.
fy = 80,000 psi
f;= 6000 psi
-20 in.-
Transcribed Image Text:Problem 3.9 (Ans. e, = 0.00435, o = 0.827, pM = 1050.4 ft-k) 24 in. 27 in. 6 #11 bars 4 3 in. fy = 80,000 psi f;= 6000 psi -20 in.-
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