Site problem Because of Stress Person

I have one query..
Caesar is covered with AMSE B31.3.But Is there any possiblity of problem that will come in site after a thorough analysis(considering all worst cases) because of stress person (apart from manual errors)?

Hi Kapillai

If every things done perfectly then there should not be any issue.
However if & when anything wrong happen at site ,it is now stress engineer to give justification for that.

Some possible reason of problem.
1) Use of spring may create vibration issue
2) Wrong bellow type/location
3) Settlement
4) wrong support installation
5) clash ( layout designer)
6) support feasibility

Regards

Habib

Thanks habib


But my query is with out man or method or measurement , only due to stress any one find any problem,

I afraid then you are questing the validity of CODE?

Kapillai,
can you be more specific what you want us to expalin? There are cases which occures due to wrong stress analysis or not considering the proper parameters. If you have some specific query then kindly let us know.

Regards,
RK

i am not questioning the validity of CODE, but i want to know if anyone of u know the failure that will come in site if every thing is done fine ( like stress and layout ).