A30in.*30 in. Frame column of an intermediate reinforced concrete moment frame. The column has been designed with 10 #eleven longitudinal reinforcement to meet the last axial load and second combos. The final layout shear force because of earthquake hundreds $E = 35kip. The smallest axial oad, Nw^ * similar to the shear pressure,= 1040 kips.fr ^ high =4000psi*f_{y} f_{y} = 60 psi clean height of the column n = 11.84f.

A30in.30 in. Frame column of an intermediate reinforced concrete moment frame. The column has been designed with 10 #eleven longitudinal reinforcement to meet the last axial load and second combos. The final layout shear force because of earthquake hundreds $E = 35kip. The smallest axial oad, Nw^ similar to the shear pressure,= 1040 kips.fr ^ high =4000psi*f_{y} f_{y} = 60 psi clean height of the column n = 11.84f.

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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