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 353: 3

Answer

$\begin{aligned} & V_A=0 \\ & N_A=-39 \mathrm{kN} \\ & M_A=-2.425 \mathrm{kN} \cdot \mathrm{m}\end{aligned}$

Work Step by Step

$$ \begin{aligned} & \Sigma F_x=0 ; \quad 6-6-V_A=0 \\ & V_A=0 \\\\ & +\uparrow \Sigma F_y=0 ; \quad-N_A-16-23=0 \\ & N_A=-39 \mathrm{kN} \\\\ & ↺ +\Sigma M_A=0 ; \quad-M_A+16(0.155)-23(0.165)-6(0.185)=0 \\ & M_A=-2.42 \mathrm{kN} \cdot \mathrm{m} \\ & \end{aligned} $$
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