Un-factored maximum bending moment at a section of a reinforced concrete beam resulting form a frame analysis are 50,80,120 and 180 kN-m under dead live wind and earthquake loads respectively.Calculate the design moment (in kN-m) as per IS:456-2000 for the limit state of collapse.

Un-factored maximum bending moment at a section of a reinforced concrete beam resulting form a frame analysis are 50,80,120 and 180 kN-m under dead live wind and earthquake loads respectively.Calculate the design moment (in kN-m) as per IS:456-2000 for the limit state of collapse.

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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Un-factored maximum bending moment at a section of a reinforced concrete beam
resulting form a frame analysis are 50,80,120 and 180 kN-m under dead live wind and
earthquake loads respectively.Calculate the design moment (in kN-m) as per IS:456-2000
for the limit state of collapse.

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