The rigid Lshaped member ABC is supported by a ballandsocket
Solution
Let Tc, Tb and Te be the tensions in the cables supported at C,B and E
Tc and Tb have components along the y-axis where as Te s only in x-z plane and has no component in y direction.
Component of Tc along y-axis
Tc*240/400 = 0.6Tc (CD = 400)
BD =580
component of Tb along y-axis = Tb*240/580 = 0.41Tb
Taking moment of all the forces about AB.
Load at F and component of Tc, 0.75Tc are the only forces that produce moments abouts AB all others become 0.
1.8N *210 = 0.75Tc*420
Tc = 1.8*210/(0.75*420) = 1.2 N
Taking moments about x-axis
(0.6Tc + 0.41Tb)*240 = 1.8*240
Tb = 2.63 N
component of Tb in x-z plane
Tbxz = Tb*520/580 = 2.36 N
component of Tc in x-zplane
Tcxz = Tc*320/400 = 0.96 N
equating moments of all forces in x-z plane about y-axis through A.
distance of Te and Tbxz from A is 254.5
distance of Tcxz from A = 420
Te*254.5 = Tbxz*254.5 +Tcxz*420
Te = (2.36*254.5+0.96*420)/254.5 = 3.95 N
