Lots of reinforcements and maximum pursantage

[hatice.mert]

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good day. It gives a lot of reinforcement on the long beams on the floor (like k213,218,219 etc. 19 x 16 on the ground floor). This project is for the municipality and they definitely don't want columns in between.

 

[unver]

Hello there; My suggestions;

http://dosya.co/5yr1ioekab3f/HAN_asmolen_-_Kopya.ide7.html Ünver, good day. In my attached project, there are a lot of reinforcements in my beams k213,218,219 etc. this is an official job and no columns are wanted in between. I wonder how can I relax these beams or where did I make them? Could you help me? My time is very limited so I disturbed you

--Concrete C30-C35 is seen in the project, make them all C35, --You should solve the project semi-rigid I suggest, --Reduce the live loads in the attic and remove the wall loads, --You can remove the raft foundation in the middle, it will save a lot of concrete, if the thickness is too much, you can reduce the thickness, --Model and add the stairs, --There is a deflection error in the beams, generally 70/32 beams , you can change the direction of the ribs, you can install the ribs on the overhanging beams, Ünver ÖZCAN