Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations pierreick on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

KL/R For studs 1

Status
Not open for further replies.
Structintern3

Structintern3

Structural
Sep 14, 2023
20
Hey Guys,

So for KL/R Values, is the L defined by axial bracing or flexural bracing? Everything I read just says "bracing"

Thank you!
 
Replies continue below

Recommended for you

Sort by date Sort by votes
I assume this is for slenderness calculations, therefore my opinion is axial bracing.
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

Zoobie777
  • Question
King Studs, Jack Studs, and the NBCC
Replies
13
Views
4K
lexpatrie
lexpatrie
Samwise Gamgee
  • Locked
  • Question
KL/r > 200 (Weak Axis)
Replies
5
Views
425
PMR06
PMR06
Forgot2Yield
  • Locked
  • Question
Tension Slenderness ratio Kl/r < 300 for Canada but L/r < 300 for US 1
Replies
6
Views
530
Forgot2Yield
Forgot2Yield
EngrRC
  • Locked
  • Question
Composite Column Shear Studs 1
Replies
2
Views
680
EngrRC
EngrRC
vitium
  • Question
Table R602.3(5) IRC (size/height/spacing of wood studs) 1
Replies
15
Views
7K
lexpatrie
lexpatrie

Part and Inventory Search

Sponsor

Back
Top Bottom