Example 10.2 A rectangular cantilever beam of span 4 m is 35 cm x 65 cm in cross-section. Bending moment at the support due to uniformly distributed service loads is 150 kNm out of which 50% moment is due to permanent loads. Check the beam for deflection. It carries 3-25 mm bars in tension at an effective cover of 50 mm. 20 N/mm2 and %3D Ock oy = 415 N/mm2.

Example 10.2 A rectangular cantilever beam of span 4 m is 35 cm x 65 cm in cross-section. Bending moment at the support due to uniformly distributed service loads is 150 kNm out of which 50% moment is due to permanent loads. Check the beam for deflection. It carries 3-25 mm bars in tension at an effective cover of 50 mm. 20 N/mm2 and %3D Ock oy = 415 N/mm2.

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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