×
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!
  • Students Click Here

*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

Jobs

plate 3 or 2 side fixed - concentrated load - NO yield line method

plate 3 or 2 side fixed - concentrated load - NO yield line method

plate 3 or 2 side fixed - concentrated load - NO yield line method

(OP)
if i have a plate 2 or 3 side fixed with concentrated load in the middle.

any table for bending moment. it's not in roarks. i'm having a hard time understanding yield line method. so i just want a table like roarks.

thanks,

RE: plate 3 or 2 side fixed - concentrated load - NO yield line method

(OP)
also not using computer FEA software


thanks,

RE: plate 3 or 2 side fixed - concentrated load - NO yield line method

When designing steel chequer (checker??) plates I use AISC "Design capacity tables for structural steel".  Part 11 provides guidance on plate design in the form of tables like you're after.  

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!


Resources