An axially loaded tied column must sustain the following service loads: Total Dead Load = 1,000 kN Live Load = 1,600 kN Required Strength, U = 1.2D + 1.6L Reduction Factor = 0.65 Concrete f’c = 28 MPa Steel fy = 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: Total Dead Load = 1,000 kN Live Load = 1,600 kN Required Strength, U = 1.2D + 1.6L Reduction Factor = 0.65 Concrete f’c = 28 MPa Steel fy = 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
An axially loaded tied column must sustain the following service loads:
Total Dead Load = 1,000 kN
Live Load = 1,600 kN
Required Strength, U = 1.2D + 1.6L
Reduction Factor = 0.65
Concrete f’c = 28 MPa
Steel fy = 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.
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