A simply supported beam of 8.5 m span is to carry a uniform ultimate load of 60 kN/m. The beam dimensions are 250 x 450mm. The longitudinal reinforcements provided are 6H20 for tension and 3H16 for compression. Design the shear reinforcement using vertical links. Assume fck = 25 N/mm² and fyk = 500 N/mm ².

A simply supported beam of 8.5 m span is to carry a uniform ultimate load of 60 kN/m. The beam dimensions are 250 x 450mm. The longitudinal reinforcements provided are 6H20 for tension and 3H16 for compression. Design the shear reinforcement using vertical links. Assume fck = 25 N/mm² and fyk = 500 N/mm ².

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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