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Mr. Mirza Baig, M.ASCE


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Posted By Mirza Baig 03-25-2018 09:20 AM
Found In Egroup: Integrated Buildings & Structures
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90 MM slab seems to be too thin. From long term deflection point of view. Which local fire code are you using? In the structure design we are concerned with the concrete cover of the structural element only. Don't add finishes to it. Please note that you don't need to calculate the 2 hours ...