Design a non-slender rectangular end column to support a factored load P = 200,000 lb acting at eccentricities es = 9.0 in. and ex = 6.0 in. Try a section with a total gross reinforcement percentage not less than Pg = 0.025. Given: f = 5000 psi, normal-weight concrete fy = 60,000 psi d' = 2.5 in. Solve by using all the three methods.

Design a non-slender rectangular end column to support a factored load P = 200,000 lb acting at eccentricities es = 9.0 in. and ex = 6.0 in. Try a section with a total gross reinforcement percentage not less than Pg = 0.025. Given: f = 5000 psi, normal-weight concrete fy = 60,000 psi d' = 2.5 in. Solve by using all the three methods.

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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