Two steel truss members, AC and BC, each having cross sectional area of 200 mm2 are subjected to a horizontal force F as shown in figure.

If F = 2 kN, the magnitude of the vertical reaction forces at the point A and B are:

1
RA = 1.732  kN, RB = 0.866 kN
2
RA = 0.866 kN, RB = 1.732  kN
3
RA = 0.866 kN, RB = 0.866 kN
4
RA = 1.732  kN, RB = 0.5 kN

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