An axially loaded tied column must sustain the following service loads:= 1,000 kN= 1,600 kNTotal Dead LoadLive LoadRequired Strength, U = 1.2D + 1.6LReduction FactorConcrete f'GSteel fy0.6528 MPa=420 MPaDetermine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500 mm square using bar diameter = 20 mm.12O 8O 16O4

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An axially loaded tied column must sustain the following service loads: - 1,000 kN - 1,600 kN Total Dead Load Live Load Required Strength, U - 1.2D + 1.6L Reduction Factor Concrete f'c Steel fy 0.65 28 MPa 420 MPa Determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500 mm square using bar diameter = 20 mm.

An axially loaded tied column must sustain the following service loads: - 1,000 kN - 1,600 kN Total Dead Load Live Load Required Strength, U - 1.2D + 1.6L Reduction Factor Concrete f'c Steel fy 0.65 28 MPa 420 MPa Determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500 mm square using bar diameter = 20 mm.

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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