Here we add a 70 kg diver to the final 20 cm of our beam. Our force per unit length is \(-g \cdot \frac{70}{0.2}\). We will solve this system for \(n=1280\), which was the optimal value for Problem 5. We plot the solution below (using problem6.m, initmatrix.m, and diverforces.m).
Our deflection at \(x=2m\) is -0.203411003731169. Additionally, we plot the solution for diver weights of 70, 100, 130 kg in blue, green, and red, respectively:
This second plot confirms intuition that heavier divers would cause more deflection in the beam. Finally we will solve for the deflection on the beam under a sinusoidal force when both ends of the beam are clamped in Problem 7.
<< Previous Next >>Basic initialization of matrix with \(n=10\)
Comparison of solution obtained in Problem 1 and the theoretical solution
Similar problem for various values of \(n\)
Theoretical exercise for sinusoidal pile
Addition of sinusoidal load for various values of \(n\)
Replacing sinusoidal load with 70 kg diver
Clamped-clamped model with a sinusoidal load