The truss shown consists of 18 members and is supported by a ball-and-socket at $A,$ two short links at $B,$ and one short link at $G .$ (a) Check that this truss is a simple truss, that it it is completely constrained, and that the reactions at its supports are statically determinate. $(b)$ For the given loading, determine the force in each of the six members joined at $E .$