Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Gusset Plates - AISC 13th Ed.

Status
Not open for further replies.

muchtolearn

Structural
Jan 31, 2013
13
I need to find the strength of the gusset plate shown in the attached sketch, but I am having trouble locating the correct section of the steel construction manual for reference...do any of you know where I should be looking in the AISC manual or have another resource that may be better for this application?

Thanks!
 
Replies continue below

Recommended for you

J10.1 or J10.8 seem to be the applicable sections. Since the gusset is not needed for the lateral force, it may be possible to check only the vertical force.
 
Include P1 and P2 to calculate the moment and assume the center of the compression block to be halfway between the end of the angle and the edge of the gusset, to calculate the bolt tension. You have tension due to moment + direct tension along with shear.
 
Thanks for the notes guys. Yes, P1 and P2 definitely must both be accounted for in calculating the moment although I may be a bit more conservative and assume the center of my compression block at the edge of the gusset.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor