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Problem 11.5 The tied column shown is to be used in a braced frame. It is bent about its y-axis with the factored moments shown = 4000 psi. and is 16 ft. If k = 1.0.f, = 60,000 psi, and f select the reinforcing bars required. Assume Pp = 60 k. (One ans. 6= 1.21, 6 # 7 bars) P₁ = 120 k M1b = 80 ft-k x 14 in. 3 in. 3 in. Man = 90 ft-k 9 in -14 in P₁ = = 120 k

Problem 11.5 The tied column shown is to be used in a braced frame. It is bent about its y-axis with the factored moments shown = 4000 psi. and is 16 ft. If k = 1.0.f, = 60,000 psi, and f select the reinforcing bars required. Assume Pp = 60 k. (One ans. 6= 1.21, 6 # 7 bars) P₁ = 120 k M1b = 80 ft-k x 14 in. 3 in. 3 in. Man = 90 ft-k 9 in -14 in P₁ = = 120 k

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Problem 11.5 The tied column shown is to be used in a braced frame. It is bent about its y-axis with the factored moments shown = 4000 psi. and is 16 ft. If k = 1.0.f, = 60,000 psi, and f select the reinforcing bars required. Assume Pp = 60 k. (One ans. 6= 1.21, 6 # 7 bars) P₁ = 120 k M1b = 80 ft-k x 14 in. 3 in. 3 in. Man = 90 ft-k 9 in -14 in P₁ = = 120 k
Transcribed Image Text:Problem 11.5 The tied column shown is to be used in a braced frame. It is bent about its y-axis with the factored moments shown = 4000 psi. and is 16 ft. If k = 1.0.f, = 60,000 psi, and f select the reinforcing bars required. Assume Pp = 60 k. (One ans. 6= 1.21, 6 # 7 bars) P₁ = 120 k M1b = 80 ft-k x 14 in. 3 in. 3 in. Man = 90 ft-k 9 in -14 in P₁ = = 120 k
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