Design of Members for Tension Section D4
Design of Members for Tension Section D4
(OP)
When using double angles as vertical braces does this section apply (D4)? On my typical notes I have connector plates spaced every 5' c-c but have been questioned on this note. I am going to start referencing a standard spacing for my bolted connector plates per the 13th Edition. My connector plates are sim to fig 13-1 a on page 13-2 of the 13th Edition with on bolt centered. Never had a problem before just wondering how I should call out connecters per code?





RE: Design of Members for Tension Section D4
I don't know much about statistics, but I do know that if something has a 50-50 chance of going wrong, 9 times out of 10 it will.
RE: Design of Members for Tension Section D4