Dilatation Calculation

F

fathhh

New Member
Selamun aleykum. First of all, God bless you all for helping as much as you can and giving us the opportunity to benefit from it. I have a 3-storey (h=9.5 m) and 88m long prefabricated workshop project without dilatation. The building length of 88 m has been solved in a single account, my question is, different settlements, temperature effects, etc. Is it possible to take into account such situations? if it can be done separately, is there an account report called expansion joint interval calculation? is it necessary? thank you in advance...
 
Let me answer as far as I know, expansion joints should be left in such structures, but I do not know about the calculation. Ground values related to settlement cracks are important. Stress values are important at drilling points.
 
I read something that it can be done in a prefabricated 80 m span without dilatation, but I can't find it, even if it exceeds 80 m; Soil stress values appear normal. thanks for your answer by the way
 
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