×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

(OP)
Hi To all of you, Does anybody Knows The allowable Strees of High Alloy steel plate 18%Cr9%Ni type 304 at 500 F, according to ASME Sec. II part D. I need this data to evaluate the severity of measures in a thickness measurement inspection on pressure vessel. I only have sec. V and Sec VIII div 1, and I still haven´t found in my country an institution that posess sec II. If somebody Nkow it please write to me to falco@citt.cdb.edu.sv or to rfalconio@hotmail.com

I will realy appreciate your help

Roberto Falconio
NDT & CORROSION TESTING
Replies continue below

Recommended for you

RE: ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

12900 psi.
In the site below, if you go to any of the ASME VIII sheets (under 'vessels'), you can choose a material and get the allowable stress.


prex
motori@xcalcsREMOVE.com
http://www.xcalcs.com
Online tools for structural design

RE: ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

Falco,

I do not find a listing for 18% Cr 9% Ni in the tables.  However, there is a listing for 18% Cr 8% Ni Type 304 Steel Plate: Max. Allowable Stress @ 500°F = 12.9 ksi

A well defined problem is half solved.

RE: ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

I suppose both of you are chosing SA-240 TP304, line 24. Why are there two lines for the same steel with different Stress Values (line 25 S=17.5 ksi)
Which is the difference?

RE: ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

Tom,

I believe Appendix 1 of II-D provides the explanation for the two different stress values.

A well defined problem is half solved.

RE: ASME SEC II, ALLOWABLE STRESS VALUE, HELP!!!!!!!!!

Falco, be careful in choosing the allowable stress for your material.  The ASME recently changed the "design factor" (factor of safety) from 4.0 to 3.5, raising the allowable stress for most materials for temperatures outside the creep zone.  Your local jurisdiction may or may not accept use of these higher allowable stresses when evaluating equipment designed to earlier editions of the Code with the 4.0 safety factor.  I know for a fact that California has only allowed the new allowable stresses for new equipment, not on rerates or alterations to older equipment.  

Tom123, read the notes associated with each line.  I believe you will find the higher allowable stresses are not recommended for components that need to seal a fluid and might deform under load (like flanges or threaded connections).  

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close