Zero Force Members
The members with lines are zero-force members.
The members with lines are zero-force members.
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At joint D of a truss, only members DA and DB meet. The members are not collinear, and no external load or support reaction is applied at D. Identify the zero-force members.
An unloaded joint with only two noncollinear members cannot satisfy equilibrium unless both member forces are zero.
At joint E, members EA and EB are collinear, while member EC is not collinear with them. There is no external load or reaction at E. Identify the zero-force member.
When two members are collinear and the third is noncollinear at an unloaded joint, the noncollinear member is zero.
A truss has unloaded joint F with only noncollinear members FA and FB. Joint G is also unloaded and has collinear members GC and GD plus noncollinear member GE. Identify the zero-force members before solving the truss.
Apply the zero-force rules joint by joint.