Truss analysis (method of joints)
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1
In the method of joints, equilibrium at each pin joint provides:
A.Three equations (ΣFx, ΣFy, ΣM)
B.Two equations (ΣFx, ΣFy)
C.One equation (ΣM)
D.Six equations
2
The method of joints assumes each truss member is a:
A.Two-force member carrying only axial force
B.Beam carrying bending
C.Rigid body in rotation
D.Cable in compression
3
A zero-force member in a truss carries:
A.Maximum tension
B.No force under the given loading
C.Maximum compression
D.Half the applied load
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