hi...
i got a problem on wellhead flowline model.
the wellhead is quite near to flowline compact manifold about 4-5 metres.i modelled from wellhead and anchored at the mating flange since compact manifold is under VENDOR skid. then, the output analysis shows the load at mating flange point is exceed the allowable load.i tried to do some 'try & error' on support location but the loads still exceeds.the rocking motion for wellhead is +155mm and -25mm.

the allowable load for compact manifold are:
Fx :500N
Fy : 5000N
Fz : 3500N