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Showing results for tags 'staadpro'.
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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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Salam everyone, I have recently started using STAAD Pro for design of concrete. Need help with understanding how to read the plate stress contours to come up with design moment values. The values on the plate read for example 2500 lb-in/in. How do I interpret these results? Thanks
