Slab stress control problem

[sonerizgi]

When I solved the system as a semi-rigid diaphragm with Idecad Statik v10... I cannot control the slab tension...

 

[sonerizgi]

file part 1

 

[sonerizgi]

file part 2

 

[drohendx]

When I solved the system as a semi-rigid diaphragm with İdecad Statik v10... I can't provide slab tension control... I would appreciate your help...

I have the same problem.

 

[denizbayram]

i am also having the same problem

 

[drohendx]

For now, if you solve it completely rigidly, you will not encounter a problem.