Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Eccentric brace connections

Status
Not open for further replies.

OKEngineer22

Structural
Joined
Feb 14, 2014
Messages
1
Location
US
I need to move my vertical bracing 1" off grid line to keep it in hidden in the 6" stud wall. This will induce moments into my supporting members(columns and beams), but will it affect the design of my brace connections to these members?
 
Yes, most likely. You will have to take into account the moment created, along with the other reactions, when designing the weld and/or the bolted connection to the beam and column.
 
Moving the work point changes the state of equilibrium of your connection forces and the forces/moments themselves on the connection interface planes with the beam and column.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top