Dear All



There is a probebly problem to modeling of below case:

· GRP piping system

· DN1600 and DN2000

· Part of pipe will be buried

· Utilizing of default coordination (Y axis is up)

· Utilizing of CAESER II ver.5.00

All the necessary load case such as Hydro test, Sustain, Operation and etc. has defined.

But what is the matter? Because in the restraint summary report in all load case except "Hydro test" vertical force (Fy), in part of under ground of pipe is zero or negligible. We can't find any reason for enormous vertical force in case of "Hydro test".

Please help us about our probably problem of our model!



Thank you in advance

M. Farmad

Send your model in to techsupport@coade.com