Anchor Bolt Design for SLRS
Anchor Bolt Design for SLRS
(OP)
Just curious, when designing the anchor bolts for a steel SLRS, if you use the system overstrength factor, do you also use the 2.5 factor when you have brittle failure on the anchor bolts. Seems like overkill to me. That's potentially 3 x 2.5 = 7.5 x forces.






RE: Anchor Bolt Design for SLRS