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Have you compared the deflection with and without the secondary beam?1 point -
I think your reading of the results given by ETABS is not reasonable. Also floors is incorrect terminology to be used here, I reckon you mean two slab panels. If two slab panels are connected by a pin-end secondary beam supported on fixed-end beams, you will get more deflections in that panel as compared to the model in which secondary beam can transfer end moments to primary beams.1 point
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What foundation is most suitable for a house close to the sea?
M.Hasnain reacted to Badar (BAZ) for a topic
Please leave it to some one who understands it better. After reading your post, I think, you are not the right person ( from practical building construction point of view) to get the advice.1 point
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