Recent content by yohnson

  1. Y

    Too close to maximum deflection or not too close to maximum deflection

    pongo38, That makes sense, I'm so glad. I turn in my final project tomorrow! Thanks!
  2. Y

    Too close to maximum deflection or not too close to maximum deflection

    thanks, Lok!
  3. Y

    Too close to maximum deflection or not too close to maximum deflection

    Homework Statement Calculating uniform and sometimes point loads on simple beams and the calculated beam deflections using ETLs (estimated tabular loads). My question in simply if I have found a deflection that is .005" less than the given maximum deflection, is it so close that if I don't...