The hinge at corner a and cable df support the rectangular plate. support f is directly above corner e. forces p = 535 lb and q = 390 lb load the plate at points indicated. neglect dimensions of the hinge. (due to the nature of this problem, do not use rounded intermediate values in your calculations—including answers submitted in webassign.) 6 ft8 ft10 ft12 ft20 ft compute the reaction components that hinge a exerts on the plate. (indicate the direction with the sign of your answer. enter the forces in pounds and the moments in ft · lb.) fax = lb fay = lb faz = lb max = ft · lb maz = ft · lb compute the reaction components that cable df exerts on the plate in pounds. (indicate the direction with the sign of your answer.) fdfx = lb fdfy = lb fdfz = lb