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Mechanics of Materilas & Structures (please help me in 40 minutes to 1 hour) urgQ6. A space truss as shown in Figure Q6 is supported by a ball and socket at joint D. E and F. A point load of 30 kN is applient. Thanks…

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direction? FAC. 6 (a) Static indeterminacy of space truss, Ds a b mtr-3 ma no. of members ag ra total support reactions 2x32g20 FBox 1 0 + FBc x 3 168 (in z-direction) (tensile) - Fon x 0.6 – 41.5187x3 FBD=28.5714 KN > foo (-8 - FIE 0 =)– 28.57148 0.i: .CA EF=0 Ru 1 -X36.6498 50- (Ry=604.4446N/ At support Fee Ary Ang Ry 168 FO Ru 36.64986 (2î -89) the itky îtky s + R2 2) Icomment for any doubt about this solution thank you
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