P $=49$K

PART$1$: 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. Because the truss isn$$t symmetrical, don$$t mirror the forces

PART $2$: 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.