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Showing results for tags 'manual calc'.
Found 2 results
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I am trying modelling a simply supported plate model in with 10×10 mesh with density 25 Knm2 and E2510^6 and comparing it with results of other finite element applications and also with numerical matrix analysis by hand calculations. Both fem app and hand calculations results match but those of csi...
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Hi all, I have done a sub frame analysis using manual calculation and modeled the same with etabs. However I see a significant difference between moments at ends of beams when comparing the results. What have I done wrong when modeling the frame in ETABS. Column sizes 300mmx300mm...
