What is the best way to create a one way ribbed slab in RSA to get the best results? Is it by defining the slab properties under the orthotropic (new thickness), or by modelling the topping as a panel and the ribs as bar elements?
Robot Structural analysis
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One response to “Robot Structural analysis”
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Defining slab under orthotropic is default approach. By modeling panel & bar element is equivalent approach. Both are ok, but in case of bar elements you can check analytical result for ribbed beam in details.
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