Find the critical load for the both sides fixed end column whose properties are E = 29000 ksi
1. = 20 in', 1, = 30 in', L=15 ft.
Options:
(A) 1000 kip
(B) 1060 kip
(C) 883.35 kip
(D) 706.7 kip
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(A). 1000kip
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