A 6m simply supported beam with 2 m overhang carries an ultimate load of 45 kN/m. Use f'c-35 MPa and fy=400 MPa. Tension reinforcement shall be placed at 65 mm from the extreme tension fiber. 1. Determine the dimension of the beam if h=2b. 2. Calculate the required depth of compression block. 3. Calculate the required area of steel reinforcement. 4. Sketch the cross section of the beam if the bar diameter is 20 mm.

A 6m simply supported beam with 2 m overhang carries an ultimate load of 45 kN/m. Use f'c-35 MPa and fy=400 MPa. Tension reinforcement shall be placed at 65 mm from the extreme tension fiber. 1. Determine the dimension of the beam if h=2b. 2. Calculate the required depth of compression block. 3. Calculate the required area of steel reinforcement. 4. Sketch the cross section of the beam if the bar diameter is 20 mm.

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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