For Problems 10.11 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. Problem 10.15 (Ans. 412 k for o = 0.75; 434 k for =0.79)

For Problems 10.11 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. Problem 10.15 (Ans. 412 k for o = 0.75; 434 k for =0.79)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

For Problems 10.11 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.
Problem 10.15 (Ans. 412 k for o = 0.75; 434 k for o= 0.79)
8 #9
= 12 in.
24 in.-
-24 in.
-20 in.-
-25 in.-

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