For beam deflection and slope problems, it's crucial to remember the standard formulas for different loading conditions (e.g., uniformly distributed load, point load) and beam types (e.g., cantilever, simply supported). When given both deflection and slope, dividing one by the other often simplifies the problem by eliminating common unknown terms like $w$, $E$, or $I$, allowing for direct calculation of the beam length. Ensure consistent units throughout the calculation.