Given:●width of beam, b = 360 mmthickness of beam, t = 450 mm• f'c = 20.7 MPafy = 415 MPa• steel cover = 60 mmdiameter of reinforcement = 32 mmSimply supported span beam dimensionsand load:. L = 10 m●• W = 35 kN/m●a = 7maWDetermine the required area of tensionreinforcement due to the ultimatemoment in mm² (two decimal places inthe final answer)L

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Given: width of beam, b = 360 mm ● . thickness of beam, t = 450 mm • f'c = 20.7 MPa fy = 415 MPa steel cover = 60 mm diameter of reinforcement = 32 mm Simply supported span beam dimension and load: • L = 10 m . W = 35 kN/m • a = 7m a - W Determine the required area of tension reinforcement due to the ultimate moment in mm² (two decimal places in the final answer)

Given: width of beam, b = 360 mm ● . thickness of beam, t = 450 mm • f'c = 20.7 MPa fy = 415 MPa steel cover = 60 mm diameter of reinforcement = 32 mm Simply supported span beam dimension and load: • L = 10 m . W = 35 kN/m • a = 7m a - W Determine the required area of tension reinforcement due to the ultimate moment in mm² (two decimal places in the final answer)

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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