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??