AISC bolted connection question.
AISC bolted connection question.
(OP)
Section J3.10 Bearing Strength at Bolt Holes (13th ed.)
When is deformation at the bolt holes at service load design consideration? What type of situation dont you consider it?
Also, how did they come up with equation J3-6a b and c?
Thanks!
When is deformation at the bolt holes at service load design consideration? What type of situation dont you consider it?
Also, how did they come up with equation J3-6a b and c?
Thanks!
Never, but never question engineer's judgement






RE: AISC bolted connection question.
RE: AISC bolted connection question.
Never, but never question engineer's judgement
RE: AISC bolted connection question.
RE: AISC bolted connection question.
Never, but never question engineer's judgement
RE: AISC bolted connection question.
Typically I only use eq b for temporary structures, construction falsework, etc.
RE: AISC bolted connection question.
You would want to consider deformation, for instance, if you are trying to allow the bolts to slip in a slotted hole. You don't want too much bearing deformation letting the bolt "dig in" to the base material. This would put it in a dip and keep it from slipping.
RE: AISC bolted connection question.
Never, but never question engineer's judgement