There is dilatation, but the slab limitation is formed incorrectly

[resesif_07]

HELLO, IN MY PROJECT, MY FLOOR LIMITS ARE CREATED WRONG, DUE TO SOLVE THE POOL WITH SEPARATE DILATATION, CAN YOU HELP ME?

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[unver]

Re: DILATATION PROBLEM Mr. recessive_07 MY RECOMMENDATIONS; -- Delete and re-enter the pool decks D43 and D62, (The support is corrected incorrectly.) -- Correct the geometry control errors, -- Too many beam spans (clear span 9 m and exceeds the deflection limit.) increase beam height slightly, -- recovery in columns enlarge the sides, -- If there is water in the pool, take the water load on the curtains and on the floor, -- 200 kg load on the floors seems like little to me. Good luck with. Unver ÖZCAN

 

[resesif_07]

Re: DILATATION PROBLEM HORIZONTAL LOAD TO POOL CURTAINS: CURTAIN HEIGHT x UNIT VOLUME WEIGHT OF WATER, HOW CAN I CALCULATE WATER LOAD ON FLOOR CAN YOU HELP ME?

 

[unver]

Re: DILATATION PROBLEM For example, if there is 3 m high water on the floor: you can take the live load as 3 t/m2 (3 m*1 t/m3). Good luck with. Unver ÖZCAN

 

[resesif_07]

Re: DILATATION PROBLEM THANK YOU VERY MUCH GOOD WORK. CAN I DEFINE A POOL CURTAIN ON A BEAM?

 

[unver]

Re: DILATATION PROBLEM Not a suitable solution in terms of earthquake regulations. See TDY2007 clauses 2.3.2.4.(c) and 2.3.2.4.(d). Good luck with. Unver ÖZCAN