Same question as Question 2 of Chapter 9.1. Obtain a single elastic curve expression for the whole beam, using the Macaulay function.
Also obtain the expression for the deflection at x = L/2.

Same question as Question 2 of Chapter 9.1. Obtain a single elastic curve expression for the whole beam, using the Macaulay function.
Also obtain the expression for the deflection at x = L/2.