1 depicts the dialog box of an average stress failure criterion
with an explanation for the parameters involved in the net-section,
bearing and shear-out failure modes in bolted joints. In addition
to the average stress failure criterion, the user has the option
to select point stress, maximum strain and Tsai-Hill/Hoffman failure
prediction criterion as well. Further, the single-fastener bolted
joint design can also account for a bi-linear ply material behavior.