Hokie93
Structural
- Sep 9, 2007
- 375
In calculating Lc for use in the equations in AISC section J3.10 (Bearing Strength at Bolt Holes), would one use the nominal bolt hole diameter or the nominal bolt hole diameter plus 1/16"? I have notes from an AISC connection seminar (from 2001) wherein it states that for bearing and tearout calculations, the actual hole diameter is to be used. The seminar speaker was Dr. Tom Murrary. I can't find clear support for this practice in the AISC Specification or its Commentary. Using the nominal bolt hole diameter plus 1/16" would be the conservative approach but I am curious how others handles this.