Zero-Force Members in Truss Analysis
In truss analysis, zero-force members are identified using the following rules:
1. If two non-collinear members meet at a joint without an external load or reaction, both members are zero-force members.
2. If three members form a joint, and two of them are collinear (i.e., in a straight line) with no external load or reaction at that joint, the third member is a zero-force member.
Step 1: Analyzing Joint B
At joint B, there are two non-collinear members, BC and AB, with no external load or reaction at B.
- According to Rule 1, both BC and AB are zero-force members.
- Hence, \( F_{BC} = 0 \).
Step 2: Analyzing Joint J
At joint J, the members are JK and JL. There is no external load or reaction at joint J, and these two members are non-collinear.
- By Rule 1, JK is a zero-force member.
- Hence, \( F_{JK} = 0 \).
Step 3: Analyzing Joint F
Joint F has three members: DF, EF, and FG.
- Since joint F is subject to an external load at point D, it cannot be classified as a zero-force joint.
Final Answer:
The zero-force members are BC and JK.
Correct options: (A) BC and (D) JK.