We assemble supports like LEGO building blocks - say, large bore piping saddle support, add axial stops, add guide lugs - support design complete. All these are individually load rated standard support items.

But, if we consider the overall load/stiffness rating of the large bore piping restraint +Y,X,Z - considering secondary structure too, the overall design can fall short of requirement.

Given the volume of such support design activity, we knowingly dilute this activity, which can give way to piping integrity failure at times!

We need to find some way to tackle this problem in non nucler applications, as in nuclear plants, we have tackled this support design very effectively.

reg,
sam