An axially loaded rectangular tied column is to be designed for the following service loads. Dead Load = 1500 kN, Live Load = 850 kN, with its required strength, U=1.2 DL+1.6 LL. The effective cover to centroid of reinforcement is 70 mm. The concrete strength, fc= 28 MPa, while the steel yield strength fy=415 MPa. If the square column section has a side of 450 mm and vertical reinforcements consists of 16 bars, detemine the diameter of vertical bars if the required minimum steel ratio is 3%? If the column has a circular section, detemine the required minimum diameter if it is reinforced with 8- 25 mm diameter bars. a) b)
An axially loaded rectangular tied column is to be designed for the following service loads. Dead Load = 1500 kN, Live Load = 850 kN, with its required strength, U=1.2 DL+1.6 LL. The effective cover to centroid of reinforcement is 70 mm. The concrete strength, fc= 28 MPa, while the steel yield strength fy=415 MPa. If the square column section has a side of 450 mm and vertical reinforcements consists of 16 bars, detemine the diameter of vertical bars if the required minimum steel ratio is 3%? If the column has a circular section, detemine the required minimum diameter if it is reinforced with 8- 25 mm diameter bars. a) b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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