Search results for query: *

[thumbsdown] Thanks for the advice everyone. [noevil]

Hope I can make it more clearer. The pipe I am talking abt is buried. So when an external load is acting on them, live loads there will be a vertical deflection on the pipe. For example if a pick up truck is parked right on top of it, the wheel load acting on the pipe will cause vertical...

Dear all, I forgot to mention the vertical deflection under the "influence of external load" on the pipe? i.e. "What is the % of permitted vertical deflection of steel pipe under external loads?" (live loads etc) Hope I am more specific and clear now?

Dear All, Can any one please tell me what is the maximum allowable vertical deflection of Carbon Steel Pipe (Ranging from 4" to 24") resulting in the Ovality of pipe cross section. Is there any standards which is mentioning % of vertical deflection. (I know in GRE/ FRP pipe it is 3%). But I...

The class rating shall be 300# as per ASME 16.5. For size above 24" Refer ASME 16.47. Hope this helps.

Dear all, In a refinery project we are doing, we are installing a pump to pump butane to a sphere. The refinery specification is saying that for pipe size 3 inch and below Y- Type strainer is to be used and for sizes above 3", T-Type strainer is to be used. Can anyone please tell me the reason...