The following beam is made of wood having a Modulus of Elasticity of E_(w)=72000MPa, a load of w=1.3k(N)/(m) and a rectangular
cross section of width b=50mm and a height of h=200mm. Neglect the self weight. Determine the following:
a. The point of maximum deflection
x=1
digs\Delta _(max)=ubrace(,), (answer to ubrace)
3 sig digs