P$=49$ k as the load Solve for the truss support reactions at each end. Label the truss panel points $($nodes$,$ joints$)$ on a simple, clean sketch. Show loads and dimensions. Using the method of joints, solve for the member forces in the left half of the truss. Clearly sketch the member forces on your sketch and indicate tension or compression. Using the method of sections, solve for the member forces at two locations on the right half of the truss. Clearly sketch the member forces on the same sketch as above and indicate tension or compression.