Bolt bending formula in single shear joint
Bolt bending formula in single shear joint
(OP)
Hi !
In single shear joint, I normally pick up the bending moment arm
with the half of assembled length. I've checked all references, but
I couldn't find a formula of the subject.
I blieve that moment arm is conservative. I need less conservative
but more practical formula especially for quite thin member joints,
Let say M6 bolt with two 2mm thick AL members.
Anybody who can help me ?
Sincerely,
Kilbchoi
In single shear joint, I normally pick up the bending moment arm
with the half of assembled length. I've checked all references, but
I couldn't find a formula of the subject.
I blieve that moment arm is conservative. I need less conservative
but more practical formula especially for quite thin member joints,
Let say M6 bolt with two 2mm thick AL members.
Anybody who can help me ?
Sincerely,
Kilbchoi





RE: Bolt bending formula in single shear joint
RE: Bolt bending formula in single shear joint
I believe the M6 bolts in a 2mm single shear stack up would fail in bearing, the effects of bending not being critical.