An axially loaded tied column must sustain the following service loads: Total dead load = 1600 kN live load = 1000 kN required strength, U = 1.2D + 1.6L reduction factor = 0.65 f'c = 28 MPa fy = 420 MPa determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500mm square using bar diameter = 20mm a. 8, b. 4, c. 10, d. 12

An axially loaded tied column must sustain the following service loads: Total dead load = 1600 kN live load = 1000 kN required strength, U = 1.2D + 1.6L reduction factor = 0.65 f'c = 28 MPa fy = 420 MPa determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500mm square using bar diameter = 20mm a. 8, b. 4, c. 10, d. 12

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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