SITUATION 2. A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is simply supported over a span of 6 m and is used to carry a uniform deadload of 25 kN/m and a uniform live load of 40 kN/m. Assume fc = 21 MPa and fy = 312 MPa. Compression reinforcement if necessary, shall be placed at a depth of 80 mm from the outermost compression concrete. a. Determine the maximum tension steel area for singly reinforced condition. b. Determine the required tension steel area in square millimeter. c. Determine the required number of 25mm tension bars.

SITUATION 2. A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is simply supported over a span of 6 m and is used to carry a uniform deadload of 25 kN/m and a uniform live load of 40 kN/m. Assume fc = 21 MPa and fy = 312 MPa. Compression reinforcement if necessary, shall be placed at a depth of 80 mm from the outermost compression concrete. a. Determine the maximum tension steel area for singly reinforced condition. b. Determine the required tension steel area in square millimeter. c. Determine the required number of 25mm tension bars.

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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