Another Questions:
Question 1
in the Bolted JOINT Analysis form,Fastener Load Frame      Pitch S=5, Rows=3
if i manually enter the joint shear load q=100, come out the analyse;
after that, i switch the load from "joint shear load *q" to the "joint shear load, q(from sizing from, load case dependent", and come out the analyse,
the result of "Bearing force *P" is the same.  it is 100*5=500.  so the Bearing force doesn't come from Sizing Form, it is still "Joint Shear load *q".
Question 2
when we define the bearing stress allowable, there is a factor:  e/D=1.5 or 2.0
but in the Bolted joint analysis Form, we don't define the position of holes, just need to enter the diameter of holes. so how to know e/D=1.5 or 2.0.  how to choose bearing allowable for HyperSizer??