Let R and H are the vertical and horizontal reaction at support C.
Total weight of bar EABF= 200 kg
Weight of portion EA= 200/3 kg acting at a distance 0.25 m from A.
Weight of portion AB= 350/3 kg acting at a distance 0.875 m from B.
Weight of portion BF= 50 kg acting at a distance 0.375 m from B.
Applied moment M= 3kNm = 3*1000/9.81= 305.8kgm
Using clockwise moment conservation about D,
-100/3(0.5+1.5Cos60 +1.75) -350/3(0.875+ 1.5Cos60 ) -50(1.5Cos60 - 0.375) + 305.8 + R*1.75=0
By solving the equation we get R= 1.45 kg.
Now consider joint C and T is tension in bar AC,
Force equilibrium in vertical direction,
TSin60 + R= 0
T = -R/Sin60 = -1.45/Sin60 = -1.67 kg
Negative sign of T indicates that the force in member AC is compressive in nature.
Dont use vector method 5. The uniform 200 kg bar AB is raised in the vertical...
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