HI to all,
As per attachment if you notice, in Operating condition Why loads are high on resting support in Fx -3852lb. and Fz 2596 lb. when displacement Dx and Dz are 0.00 in.
If CIVIL engineers consider Fx and FZ in there analysis it will deform in inches on structure when they applying loads Fx,Fy,Fz values from piping.
Thank you for explaining your views.

Thanks

Do you have friction on that restraint?

Yes friction = 0.3 in. on that restraint

Those loads are friction loads. There is a section in Chapter 6 of the Technical Reference Manual that explains this.

Sir,
In Technical reference on Chapet 6 it says more about friction, my concern is moments which are high with respective displacement Why so high.

Thanks

Open a Support Request on eCustomer and send the job in.