| $$V = \frac{q \cdot L}{2} = $$ | Max shear force on beam near support | |
| $$M = \frac{1}{8} \cdot q \cdot L^2 = $$ | Max bending moment in mid-span | |
| $$f = 5/384 q L^4 / (EJ) =$$ | Max displacement in mid-span | |
| $$\phi = $$ | rad | Max rotation near supports |
| $$freq = $$ | Hz | Frequency of beam |