I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in the summary report is 0.34 kips for a wall that is 28" thick by 11' long. Please, just list the worst combination in the design warnings tab.

I don't need the warning "Minor out-of-plane shear stress less than 0.000050 ksi is ignored." I especially don't need it listed 72 times for a cut with only 3 segments and 155 combinations. The warning doesn't even tell you which segment it is referring to.

The problem with so many redundant and irrelevant warnings is useful information may get lost in the clutter.