A rectangular beam, b = 300 mm, and an effective depth d = 460 mm. The beam is reinforced with 2 - 28 mm a at the top. Pc = 35 MPa, fy = 350 MPa. a. Compute the ratio of the depth of compression block to the distance of the top fiber to the neutral axis. b. Compute the balanced steel ratio of the reinforcement. c. Compute the maximum area of steel permitted.

A rectangular beam, b = 300 mm, and an effective depth d = 460 mm. The beam is reinforced with 2 - 28 mm a at the top. Pc = 35 MPa, fy = 350 MPa. a. Compute the ratio of the depth of compression block to the distance of the top fiber to the neutral axis. b. Compute the balanced steel ratio of the reinforcement. c. Compute the maximum area of steel permitted.

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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