Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Table B4.1b - AISC 360-10

Status
Not open for further replies.

Roycronos

Structural
Feb 25, 2011
15
Hello,

I need help to calculate a limiting slenderness of the web of a member, specifically in the "CASE 16" of Table B4.1b of AISC 360-10.
It is assumed that a Double T-section with simple symmetry should have two possible values ​​"My" (one fiber for the lower end and another value for the top end fiber).

My question here is not whether the lower or higher choose between them.

I think it should be always considering the fiber is in compression, regardless of whether the top or bottom, it's right?

I hope you can help me and indicate why one is chosen.

Greetings.
 
Replies continue below

Recommended for you

Also, in that Case (16), i think "hc" and "hp" are both regarding compressed fiber right?

(I don't know how to edit the thread)
 
Do you have two flanges (one top and one bottom) in your cross section? Your reference to a "double tee" section makes me think you only have a top (compression) flange. If so, then Case 16 of Table B4.1b is not applicable since it applies only to singly-symmetric I-shaped cross-sections with top and bottom flanges.
 
Right Hokie, sorry, i'm talking about "singly-symmetric I-shaped"
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor