×
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

Factor of Safety on Laterally Loaded Pile Analysis

Factor of Safety on Laterally Loaded Pile Analysis

Factor of Safety on Laterally Loaded Pile Analysis

(OP)
In analyzing laterally loaded piles, how does F.S. is applied in the design? Is F.S. applied to k value in input data for P-y analysis (e.g. LPILE) or to output values (e.g. Moment or Deflection)? In addition, how much F.S. is generally used for the analysis? Thanks!   

RE: Factor of Safety on Laterally Loaded Pile Analysis

THe safety factor gets to the design by:

1. Setting deflection limit (may results in lager pile diameter).
2. Increase pile length to assure fixity.
3. Setting stress limits (shear, moment), this is usually through safety factors built-into the design method.

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