From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
Date: Fri, 2 Mar 2001 20:49:14 -0500
Have you considered using the interaction equation?
fv(x)/Fv(x) + fv(y)/Fv(y) <= 1.0
A. Roger Turk, P.E.(Structural)
Mark Miller wrote:
. > I am looking at designing a foundation / basement wall that will be
. > loaded with shear in both the in plane direction (using it as a
. > shear wall) and in the out of plane direction (from the soil pressure).
. > I can calculate the shear load / stress in both directions, but how do I
. > resolve these because they could act simultaneously?
. > Am I thinking of this right, or am I making this too hard?