ULS design of Post-tensioned Slab

I am modeling a PT slab and in the ULS design I want only the secondary effects of post-tension force to be considered. How do I accomplish that?

Hi Yanet,

it is not possible to separate primary and secondary effect of prestressing.for QUAD elements. The forces always contain both effects.

The only solution is to calculate a statically determined system of the prestressed groups of quads. Then you can use maxima to subtract the internal forces with the primary effects from the loadcase with both effects.

You will find an example in

TEDDY > file > examples > ase > english > bridge > secondary_effect_of_prestress.dat.

Best regards,
Nora