Question 1: Consider a 600 mm deep reinforced concrete cantilever beam supported by a 600 mm square column as shown in the figure below. The beam reinforcement is anchored into the column. Minimum stirrups are provided in the anchorage zone according to CSA A23.3-19. Regular uncoated bars are used in the design. Material properties: fe' = 35 MPa (normal-density concrete) and fy=400 MPa. 1. Determine the largest beam rebar size that can be used without hook in this design according to the CSA A23.3 requirements. 2. Design the anchorage zone if the diameter of the longitudinal steel bars is 25 mm. 40 clear 40 clear

Question 1: Consider a 600 mm deep reinforced concrete cantilever beam supported by a 600 mm square column as shown in the figure below. The beam reinforcement is anchored into the column. Minimum stirrups are provided in the anchorage zone according to CSA A23.3-19. Regular uncoated bars are used in the design. Material properties: fe' = 35 MPa (normal-density concrete) and fy=400 MPa. 1. Determine the largest beam rebar size that can be used without hook in this design according to the CSA A23.3 requirements. 2. Design the anchorage zone if the diameter of the longitudinal steel bars is 25 mm. 40 clear 40 clear

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

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