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
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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.
Transcribed Image Text: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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