Search results for query: *

Hi We are constructing new tank according to api 650 fire water tank d=20 m H=12.5m Tank has 2 suction nozzles 14 in at 800mm from bottom Is this tank require vortex plate on suction nozzles as there is debate between us and the client

Hi We fabricated new reactor d=3m H=7m on skirt with 8 anchors Is there any mandatory to use template for anchors beneath the skirt

Photos of casehttps://files.engineering.com/getfile.aspx?folder=94d6f223-3464-4b5d-a0e8-cd45b1688e76&file=IMG20240708160120.jpg

Hi We have installed new prefabricated tank api650 d4.5 m h 6m on its foundation on 8 anchor bolts m30 4 bolts from 8 not completely fit with required 2 nuts and washer some cases 1 nut fit due to shortage in required length of anchor bolt by 5 cm in those bolts So what is the solution for...

Hi We are constructing new pressure vessels according to asme8 Due to requirement of nozzle orientation one nozzle will be opened on one of the two weld seams of dished heads Is there any limitations or precautions for such opening according to asme8 and RT test

Hi we are constructing new tanks according to API650 We erected pads of anchor chairs on shell not on weld seams shall we air test the pads by telltale hole or not my reference is 5.8.11.4 and 7.3.5

Hi We are constructing new vessels according to ASME VIII My question is Is there limitations of spacing between nozzles openings and weld toes of shell as api650 para 5.7 And if there is dimensional tolerances for radius,verticality,nozzles ...etc

Hi we are constructing new ss tanks acc to api650 Our specs specifying picklying and passivation of tank without specifying the area we want to pickle around welds where the client demands the full tank which will lead to significant cost Is there a code or reference specfiying the pickled area

Hi we are constructing new ss tanks According to specs we should pickle the tank and then paint it My question is if the full tank pickled is there a need to sandblast sa2.5 and paint the tank as there is discussion between us and client regarding this point

Thanks alot i think you mean any thing more than 1 deg will be difficult to accept

Thanks for your reply i mean api650 or ASME API650 states tolerance for radial deviation and elevation of 6 mm but not angular

Hi I would like to ask about angular tolerance for nozzles on plan view is there any code define a value like .25 deg or 0.5 deg