For the truss shown in the figure, the forces F1 and F2 are 9 kN and 3 kN, respectively. The force (in kN) in the member QS is (All dimensions are in m)
13.5 tension
Section through PQ, QS, & ST (Figure - ii)
tanθ=21.5=53.13∘
Considering L.H.S. of section (1)....(1)
∑Fv=0
−9+TSQ×sinθ=0
TSQ=9sin53.13∘
=11.25kN(Tensile)