Simplify combined loading case?
Simplify combined loading case?
(OP)
What's the best way to go about determining shear and tensile loads in two bolts of diameter D that fix the two segments together -- where I have known forces and moments acting in the X, Y and Z planes (all with different magnitudes). Is there a way to simplify this? Thanks





RE: Simplify combined loading case?
RE: Simplify combined loading case?
RE: Simplify combined loading case?
RE: Simplify combined loading case?