The free-body-diagram of the ladder looks like this
Taking moments about the hinge, H, we get the equilibrium equation
where T cos 15° is the component of the rope tension perpendicular to the ladder. Because the unknown length of the ladder, L, is common to all terms, it drops out of the equation, and we can solve for the rope tension, T = 483 lbs.
We can get the two components of the hinge force from the two force equilibrium equations. For horizontal forces
and F_{Hx} = 242\:\rm{lbs}. For vertical forces
and F_{Hy} = 782\:\rm{lbs}. Except for some roundoff—which I’m going to attribute to some sloppy slide rule work by one of Den Hartog’s grad students—these answer match those in the back of the book.
Last modified: January 22, 2009 at 8:32 PM.