The W8 x 15 wide-flange A-36 steel column is assumed to be fixed at its top and bottom (Figure 1). L= 11.0 ft. Part A (KL/r)2 2(KL/e)? Determine the largest eccentric load P that can be applied using omax = 4+ Mc (KL). = /2=E and Oallow = 3(KL/r) S(KL/r)e (KL/r)3 8(KL/r)? Express your answer to three significant figures and include appropriate units. HA ? P= |40055 lb Figure < 1 of 1> You have already submitted this answer. Enter a new answer. No credit lost. Try again. Submit Previous Answers Request Answer 8 in Provide Feedback

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The W8 x 15 wide-flange A-36 steel column is assumed to be fixed at its top
and bottom (Figure 1). L= 11.0 ft.
Part A
(KL/r)2
2(KL/e)?
Determine the largest eccentric load P that can be applied using omax = 4+ Mc (KL). = /2=E
and Oallow =
3(KL/r)
S(KL/r)e
(KL/r)3
8(KL/r)?
Express your answer to three significant figures and include appropriate units.
HA
?
P= |40055
lb
Figure
< 1 of 1>
You have already submitted this answer. Enter a new answer.
No credit lost. Try again.
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Previous Answers Request Answer
8 in
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Transcribed Image Text:The W8 x 15 wide-flange A-36 steel column is assumed to be fixed at its top and bottom (Figure 1). L= 11.0 ft. Part A (KL/r)2 2(KL/e)? Determine the largest eccentric load P that can be applied using omax = 4+ Mc (KL). = /2=E and Oallow = 3(KL/r) S(KL/r)e (KL/r)3 8(KL/r)? Express your answer to three significant figures and include appropriate units. HA ? P= |40055 lb Figure < 1 of 1> You have already submitted this answer. Enter a new answer. No credit lost. Try again. Submit Previous Answers Request Answer 8 in Provide Feedback
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