Carry out an approximate analysis of the truss in Figure \(\mathrm{P} 13.10\) by treating it as a continuous beam of constant cross section. As part of the analysis, evaluate the forces in members \(D E\) and \(E F\) and compute the reactions at \(A\) and \(K\).

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30 kips B M 30 kips L 6 @ 16' = 96' 30 kips D 30 kips K E 30 kips F I 6 @ 16' 96 30 kips G H T 12' +