## VBA functions for determining (and graphing of) moment, shear, and deflection for a simply supported beams +/- cantilevers (Part 2)

One thing to state up front, the shear, moment and deflection are all based on the loads given, so if they are factored ultimate loads then the moment, shear and deflection are factored. Which for the deflection might not be too helpful? Usually, you’ll want to know the deflection under a different case than the strength requirements. But you can always use unscaled loads and scale the moment and shear appropriately afterwards and build up your own load combinations. I’ll…