For Problems to 10.16, use the interaction diagrams in Appendix A to determine P, values for the short columns shown, which have bending about one axis and if f = 60,000 psi and f = 4000 psi. %3D Problem 10.11 (Ans. 328 k) 3 in. y 4 #9 15 in. 21 in. 4 #9 3 in. 3 in. 3 in. 3 @ 3 in. =9 in. 15 in. ex = 12 in. insido .200

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Appendix A to determine P, values for the short columns shown,
For Problems 10.11 to 10.16, use the interaction diagrams in
which have bending about one axis and if f, = 60,000 psi and
f = 4000 psi.
%3D
Problem 10.11 (Ans. 328 k)
3 in.
y
4 #9
15 in. 21 in.
4 #9
y
3 in.
3 in.
3 in.
3 @ 3 in. = 9 in.
-15 in.
ex = 12 in.
msidon
%3D
Problem 10.12 Repeat Problem 10.11 if e, = 9 in.
Problem 10.13 (Ans. 340 k)
Transcribed Image Text:Appendix A to determine P, values for the short columns shown, For Problems 10.11 to 10.16, use the interaction diagrams in which have bending about one axis and if f, = 60,000 psi and f = 4000 psi. %3D Problem 10.11 (Ans. 328 k) 3 in. y 4 #9 15 in. 21 in. 4 #9 y 3 in. 3 in. 3 in. 3 @ 3 in. = 9 in. -15 in. ex = 12 in. msidon %3D Problem 10.12 Repeat Problem 10.11 if e, = 9 in. Problem 10.13 (Ans. 340 k)
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