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 354: 6

Answer

$a=\frac{L}{3}$

Work Step by Step

$ \begin{array}{cc} ↺+\Sigma M_A=0 ; & \\-P\left(\frac{2 L}{3}-a\right)+C_y(L-a)+P a=0 \\ C_y=\frac{2 P\left(\frac{L}{3}-a\right)}{L-a} \\ ↺+\Sigma M=0 ; \quad M=\frac{2 P\left(\frac{L}{3}-a\right)}{L-a}\left(\frac{L}{3}\right)=0 \\ 2 P L\left(\frac{L}{3}-a\right)=0 \\ a=\frac{L}{3} \end{array} $
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