Use A36 steel and compute the nominal strength of the column shown. The member ends are fixed in all directions (x, y, and z). use recommended value of k. A 6.08 tw 0.282 b/t 5.87 ly 3.86 ro 4.93 no 11.5 C12X20.7 d 12.0 tf 0.501 h/t w 36.3 J 0.369 H 0.899 bf 2.94 K des 1.13 129 Cw 112 Y ts 0.983 10' C12 x 20.7
Use A36 steel and compute the nominal strength of the column shown. The member ends are fixed in all directions (x, y, and z). use recommended value of k. A 6.08 tw 0.282 b/t 5.87 ly 3.86 ro 4.93 no 11.5 C12X20.7 d 12.0 tf 0.501 h/t w 36.3 J 0.369 H 0.899 bf 2.94 K des 1.13 129 Cw 112 Y ts 0.983 10' C12 x 20.7
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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