Trusses are composed of thin structural members that are in compression or tension. Since there are only two joints in a given member, only two forces can act on the member. This means all members are two-force members and thus the member load acts in the direction of the two pins. If the member is straight (no curvature) then there is no bending moment in the member.

When modeling trusses, it is assumed that

all loads are applied at joints

all joints are pins, and support no moment

Load in Two-Force Member Acts
in the Direction of the Joints

One of the basic methods to determine loads in individual truss members
is called the Method of Joints. Like the name states, the analysis is
based on joints. Each joint is treated as a separate object and a free-body
diagram is constructed for the joint.

Because each and every joint must be in equilibrium, the basic
force equations can be applied to each joint,

ΣF_{x}
= 0 ΣF_{y}
= 0

Each joint will only have two equations to solve
for member forces since there is no moment at the joint. The means only two unknown member forces can
be solved at a single joint and the order in which the joints are solved is important.

Care must be taken in drawing force vectors. A compression member will
'push' the joint, but a tension member will 'pull' the joint.

A second method to solve complex trusses is called the Method of Sections. This method analyzes whole sections of a truss, instead of joints. This method is described in detail in the following section, 2-D Trusses: Sections.