Analysis of Structure By Approximate Method for Gravity Loading By Prof. Shivaji Sarvade

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The column moments for lower stories will be half of the top column as there are two columns per joint(upper & lower).ie half of unbalancing moment of either beams. For plinth level it will not be half as colums abov and below are unequal in span

hishamajmal
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Extremely helpful. Thank you for that. It would be very helpful if you have added the lateral loads (wind loads for instance) in the calculation. Looking forward to that.

ranjithan
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Thank you
I have a question sir, Can I used the formula for FEM= WL^2/12 what is the difference between this method given the fact having a same loading?

joseemmanuelnavarro