What is the reason that the low strength listing of SS304 is not permitted for section III? & What if there are issues with excessive expansion? Does it mean that we must take the high strength values even for flanges in section III?
Please check line no. 13 and 14 for SA-240 304 in attached...
I am currently working on calculations for a wire wound cylinder following Young's and Brownell's approach. However, I've noticed that there are no specific calculations available for a wire wound yoke frame design. Additionally, even the ASME Section VIII Division III only provides stress...
We are looking for a good software which deals with pressure vessel and heat exchanger design calculations. Previously we have been using PV Elite which is really good but due to some license limitations we are looking for some other option. We will prefer one which doesn't require internet...
In elastic stress analysis by ASME sec VIII div 2, please explain how can I seperate primary stresses from total stress field?
Please suggest a good article or thread whatever might help.Thanks.
@TGS4 and other experts are requested to please guide a newbie here.:)
I have to design the trunnion support for 50 ton distillation column. Can anyone please guide me which software to use and what are the major design considerations?
Can we use bolting materials other than those listed in API 12D specification? Auditor has raised the concern for using material other than those listed in clause 4.9. However it is clearly mentioned in 4.1 and 4.9 that we can use alternate material with better or equal properties.
Can anyone please share a copy of this document "Criteria of the ASME Boiler and Pressure Vessel Code for Design by Analysis in Sections III and VIII, Division 2 1969" on the following address
umararshad91@gmail.com
If we refer to the stress limits for design and service loadings table ND-3321-1 in vessel design as per ASME III ND, it describes stress limit for general membrane stress as <= S (For Level A).Local membrane stress limit is not mentioned in the table. Local membrane plus bending is 1.5S but it...
I am using DBA approach and design code is ASME III ND, should I use maximum principal stress theory or tresca theory?
ND refers to 1A and it uses the maximum principal stress but material is ductile and I want to find a reference in ND to use tresca theory.Any helP?
