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Post Tensioning Slab
WR1 reacted to UmarMakhzumi for a topic
Beams? I doubt. The most economical solution would be a PT flat slab or flat plate that would help get a thinner slab with least formwork. Two way slab supported on beams ka to PT karne ka I am not sure. Agar aisa ho to much rebar congestion and you wouldnt be able to get the best buck for your slab. Do some research and post your "summary" here. I am attaching a sample design calc. Hope it helps. Thanks. Timesaving-2WayPost-IA.pdf1 point -
Spamers
Waqar Saleem reacted to UmarMakhzumi for a topic
thanks for the heads up. I was away. Just came back. Good work Rana.. I have made some changes.. I hope that will work Cheers1 point -
Use Of Mass Source Command In Etabs
Mazhar Amin reacted to UmarMakhzumi for a topic
Like Rana said, I will just add one more thing. I remember that Live Load only needs to be considered in Mass Source if its a warehouse, or LL=100psf or more. See UBC, for clarification, there is something about the warehouse or 100 psf requirement.1 point -
but if you ask me personally ( although i love my fields..but some times.....dont ask:P) i would never recommend to anyone to choose structural engineering...yes a hard truth!1 point
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