Figure $3$ shows the basic analysis information, loading, reactions, and dimensions. Take the load $P$ as $49k.$

This is derived from the dead loads on the truss, and AASHTO design lane and truck $($HL$-93)$ loading.

PROBLEM $1$

Solve for the truss support reactions at each end.

PRDBLEM $z$

Label the truss panel points $($nodes$,$ joints$)$ on a simple, clean sketch. Show loads and dimensions. Consider

generating this in a CAD program.