If the truss is to be designed for a  uniform live load of 0.32 kip/fit that can be  placed anywhere on the span in addition to a  concentrated live load of 24 kips that can be  positioned where it will produce the largest  force in bar CG, determine the maximum value  of live load force (tension, compression, or both)  created in bar CG. <image 1> 
['9.75kips compression', '5.75kips compression', '7.75kips compression']