At the end of this section you should be able to:
Use singularity function (Macaulay bracket) to create internal moment equation
Use double-integral method to find slope and deflection across span of beam
Find the slope and deflection of a statically-determinate or indeterminate beam at an arbitrary location
Find location and value of maximum deflection and slope
An alternative to deriving the elastic equation for every beam, beam tables can be used to reference the general formula for different scenarios. For more complicated loading or boundary conditions, equations can be superimposed to match the situation.