indoor gym help

A

abaci09

New Member
Could you take a look at the enclosed gymnasium project in general terms? building importance coefficient was 1.2, hkyk=0.60. steel roof over it. vertical and horizontal loads coming from the roof to the columns are hypothetical (the roof will be solved and the support forces will be updated). thanks.
 
I know that the superstructure interactive solution is only made on matte raft foundations in Ide. You chose both a raft and a continuous foundation. Good luck with. G.KÖSE
 
The connection of the TK8 and TK12 basics is not correct. You cannot connect both the raft and the continuous foundation to the column. Also, check the geometry. I can't say anything about your loads, but I would enlarge the cross-sections of the beams to which the floors are attached.
 
Thank you for the comment. It will not be economical if I make a complete raft during the design phase. I can convert the raft part to continuous. As flooring loads, the live load ts498 and the coating load on it will be evident in my design.
 
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