-
A truss, as shown in the figure, is carrying 180 kN load at node L2. The force in the diagonal member M2U4 will be
-
- 100 kN tension
- 100 kN compression
- 80 kN tension
- 80 kN compression
Correct Option: A
Taking moment about L
VL6 × 24 = 180 × 2 × 4
∴ VL6 = 60 kN
VL0 = 120 kN
Force in member M2 L4 is zero.
Take section along u3 u4 – L3 L4
Σ v = 0
FU4M2 cos θ = 60
∴ FU4M2 = | cos θ |
= | = 100 kN | 3 |
The force is tension (pulling)