Deflection of a cantilevered slab in the long run //Tricalc 3

[cesaramorim]

Good afternoon,

I'm trying to determine a value to the deflection in the long run of a cantilevered slab. I'm modeling in tricalc and it just gives me deflection values for the instant in which loads are applied.



There is some literature on this subject with information regarding the deformation of slabs in a period of at least 5 years? How do forum users handle this technically?

Thank you
Amorim

 

[trungce]

@ avscorreia

Thank you for your notes. I will give you feedbacks if any. Nice day!!!