Problem 6. Determine the design strength of the isolated T- -bE 30in. section shown (Assume that all dimensions for isolated T- sections are satisfied) if it is reinforced in two layers with 8- #11 bars. Assume f'c= 3000 psi and fy = 60,000 psi. 7in. 36in. 25.5in. by=14in.

Problem 6. Determine the design strength of the isolated T- -bE 30in. section shown (Assume that all dimensions for isolated T- sections are satisfied) if it is reinforced in two layers with 8- #11 bars. Assume f'c= 3000 psi and fy = 60,000 psi. 7in. 36in. 25.5in. by=14in.

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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Problem 6. Determine the design strength of the isolated T-
-bE
30in.
section shown (Assume that all dimensions for isolated T-
sections are satisfied) if it is reinforced in two layers with 8-
#11 bars. Assume f'c= 3000 psi and fy = 60,000 psi.
7in.
36in.
25.5in.
by=14in.

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