Engineering Mechanics: Statics & Dynamics (14th Edition)

Published by Pearson
ISBN 10: 0133915425
ISBN 13: 978-0-13391-542-6

Chapter 7 - Internal Forces - Section 7.1 - Internal Loadings Developed in Structural Members - Problems - Page 355: 12

Answer

$a=0.366 L$

Work Step by Step

Due to symmetry, $A_y=B_y$ $ \begin{array}{ll} +\uparrow \Sigma F_y=0 ; & A_y+B_y-\frac{w(L-a)}{4}-w a-\frac{w(L-a)}{4}=0 \\ & A_y=B_y=\frac{w}{4}(L+a) \\ C+\Sigma M=0 ; &-M-\frac{w a}{2}\left(\frac{a}{4}\right)-\frac{w(L a)}{4}\left(\frac{a}{2}+\frac{L}{6}-\frac{a}{6}\right)+\frac{w}{4}(L+a)\left(\frac{a}{2}\right) \end{array} $$ Since $M=0$; $$ \begin{aligned} & 3 a^2+(L-a)(L+2 a)-3 a(L+a)=0 \\ & 2 a^2+2 a L-L^2=0 \\ & a=0.366 L \end{aligned} $
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