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Un-factored maximumbending moments at a section ofa reinforced concrete beamresulting from a frame analysisare 50 - 80 - 120 and 180 kNmunder dead - live - wind andearthquake loads respectively.The design moment (kNm) as perIS: 456-2000 for the limit state ofcollapse (flexure) is

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Un-factored maximumbending moments at a section ofa reinforced concrete beamresulting from a frame analysisare 50 - 80 - 120 and 180 kNmunder dead - live - wind andearthquake loads respectively.The design moment (kNm) as perIS: 456-2000 for the limit state ofcollapse (flexure) is






 
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