"-Q3.10-. A cantilever beam as shown in the figure has a clear covering of 50 mm at the top and at the extension of the hook. The beam dimensions are b 320 mm and d = 460 mm and reinforced with 2- 25 mmø at the top and a stirrup holder of 16 mmø at the bottom. The bars are confined by a 12 mmø stirrups spaced at 80 mm. f'c = 30.9 MPa and fy = 412.7 MPa. (1) Calculate the required development length or length of embedment (in at least 2 decimal places) for the straight top bars. Use Table 425.4.2.2., (2) Calculate the required development length or length of embedment (in at least 2 decimal places) for the top bars with a 90 degree hook and the length of straight extension. Provide sketch for the orientation of these dimensions., (3) Calculate the required development length or length of embedment (in at least 2 decimal places) for the top bars with a 180 degree hook and the length of straight extension. Provide sketch for the orientation of these dimensions."

"-Q3.10-. A cantilever beam as shown in the figure has a clear covering of 50 mm at the top and at the extension of the hook. The beam dimensions are b 320 mm and d = 460 mm and reinforced with 2- 25 mmø at the top and a stirrup holder of 16 mmø at the bottom. The bars are confined by a 12 mmø stirrups spaced at 80 mm. f'c = 30.9 MPa and fy = 412.7 MPa. (1) Calculate the required development length or length of embedment (in at least 2 decimal places) for the straight top bars. Use Table 425.4.2.2., (2) Calculate the required development length or length of embedment (in at least 2 decimal places) for the top bars with a 90 degree hook and the length of straight extension. Provide sketch for the orientation of these dimensions., (3) Calculate the required development length or length of embedment (in at least 2 decimal places) for the top bars with a 180 degree hook and the length of straight extension. Provide sketch for the orientation of these dimensions."

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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