390_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

390_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

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384 CHAPTER 4 Shear Forces and Bending Moments q 0 L /2(tension) 17 q 0 L /18 0 0 0 C D B A 7 q 0 L 2 /9 q 0 L 2 /4 –q 0 L /2 4 q 0 L /9 (compression) q 0 L 2 4 q 0 L /9 N 0 V 0 M 0 q 0 L /2 Linear q ( x ) q 0 at B L 2 L 4 L 4 D L B Moment releases B x D x B y D y M D A (b) y x PL C P = q 0 L Use statics to find reactions at A and D for Beam (a) ; A y 17 18 q 0 L
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