Good morning for everyone.
We are a shop that fabricates heat exchangers, in fact, we have ASME U certificate. Sometimes we install HE´s also at plants.
One of our customers wants to install around 15 HE´s, all of HE´s are U stamped, but are not fabricated for us. The customer wants to do...
According API-650, is it permitted to weld a structural member (rafter), for a structurally supported cone roof? I was searching into standard, but it does not say specifically.
Thanks in advance.
According Table 5-21b, specifically, for Seismic Load, Allowable Anchor bolt stress shall not be exceed 0.8*Fy.
Can I use the yield strength as shown in material certificate attached?
Thanks a lot.