|The deformation at time infinite||The deformation over time|
|The result of this calculation is on deformation at time t = ∞.||The result of this calculation is the deformation at different times and at time t = ∞.|
|The cracked stiffness is determined using a SLS RC enveloppe.||The cracked stiffness is determined using the combinations imposed by the user.
Usually you pick a SLS QP for dead loads and an SLS RC for variable loads).
|Non-linearities (no tension at top walls, support that cannot bear tension, …) are taken into account||Non-linearities are neglected.|
|It is suppost that all loads cause creep.||It is supposed that all permanent loads (self weight and dead loads) + the quasi permanent part of the variable loads cause creep.|