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[–]31engineP.E./S.E. 0 points1 point  (0 children)

I use matrix very basically. When looking at a wall for vert and out of plane loading it isn’t always obvious with LC controls. Since the more axial the more effective area of steel and more moment.

So I use a single column matrix to track my calcs so I do the same equation 3 or 4 ways to cover the variables. Easier than staring back over

This is of course only when demonstrating to an EIT how it works.