A rectanqular beam 350 mm wide is to be designed for an ultimate moment of 642 kN m with f'c= 28 MPa and fy = 415 MPa. T
Posted: Tue Jul 12, 2022 8:58 am
A rectanqular beam 350 mm wide is to be designed for an ultimate moment of 642 kN m with f'c= 28 MPa and fy = 415 MPa. The effective depth of the tension
bars is 500 mm and 70 mm for compression bars. Determine the total amount of tension reinforcement to achieve a tensile strain of 0.005. Write your final answer
to the nearest whole number.
bars is 500 mm and 70 mm for compression bars. Determine the total amount of tension reinforcement to achieve a tensile strain of 0.005. Write your final answer
to the nearest whole number.