There is a situation where some intermediate ties have been left out of a column. The spacing between the corner bar the next bar is about 7". Code max is 6". Is there an analytical way to discount the contribution of the bar to the strength of the column? Assuming the bar is not there is one way and but there has to be something between 0 & 100%.
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!
Concrete column reinforcing
- Thread starter onmj1
- Start date
- Status
Similar threads
- Question
- Locked
- Question