Hello professional structural engineer here, I would like to ask about yield line analysis for slabs. Does the yield line I sketch is correct for the square slab with 3 end continuous and 1 end simply supported. Please give me some advice thank you. Sorry for asking some question not related to the software.
Not exactly ,but this way you will get some clues
It becomes clearer using isolines instead of maps
Rafael Medeiros
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You can make it clearer changing the settings on the "scale" tab. Unmark "with normalization" and adjust scale range on User limits
or even clearer using "isolines with bigger thickness
setting the scale to be more restrict you can see better where the zero shear line is.
Rafael Medeiros
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Probably it doesn't appear to you because you are not the thread starter. But I can do it for you if you allow me
Rafael Medeiros
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