Gentleman….
I’m Confused with Thickness of Reducers while selecting the schedule. These because …the Large size of reducers having different Schedule(thickness) and smaller size of reducers having different schedule (thickness)…
I believed it will make with higher thickness of schedule. Fabricator grinding the one side thickness to match pipe in fabrication yard. Is my assumption correct? If it is not correct please correct me on it.
Some client mentions to show two schedules in BOM. Some clients not mentions any think (in this case I used higher thickness).
Actually what is the right way to choose the reducer wall thickness?
How it will be done in site?
Please clear me my confusion.
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