Concept:
Zero-force members are structural members in a truss that do not carry any force for a given loading condition. These members are often included for stability or future loading conditions.
Rules:
• If two non-collinear members meet at a joint with no external load → both are zero-force.
• If three members meet at a joint and two are collinear → third is zero-force.
Step 1: Analyze joint by joint carefully.
We inspect each joint of the truss systematically.
Step 2: Identify joints with no external load.
At such joints, apply zero-force member rules.
Step 3: Apply collinearity rule.
At joints where two members lie in straight line, the third non-collinear member carries no force.
Step 4: Deduce zero-force members.
Applying above rules carefully to the given figure:
• Two members clearly satisfy zero-force conditions
Step 5: Final conclusion.
\[
\boxed{2 \text{ zero-force members}}
\]