The load moves along the bottom chord of the truss. If the truss is to be designed for a uniform live load of \(0.32 \mathrm{kip} / \mathrm{ft}\) that can be placed anywhere on the span in addition to a concentrated live load of 13 kips that can be positioned where it will produce the largest force, compute the maximum tension and compression forces in bar \(H D\).

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20' + 10 B H C D E -6 @ 20' 120- F