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Steel structures miscellaneous

  1. A truss, as shown in the figure, is carrying 180 kN load at node L2. The force in the diagonal member M2U4 will be
    1. 100 kN tension
    2. 100 kN compression
    3. 80 kN tension
    4. 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 =
60
cos θ

=
60 × 5
= 100 kN
3

The force is tension (pulling)



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