Physics: Principles with Applications (7th Edition)

Published by Pearson
ISBN 10: 0-32162-592-7
ISBN 13: 978-0-32162-592-2

Chapter 9 - Static Equilibrium; Elasticity and Fracture - Search and Learn - Page 259: 5

Answer

$\mu_s=0.498$

Work Step by Step

Since the ladder is on the verge of sliding, the net force exerted on it is zero, and so is the net torque. $\sum F_x=0$, $\sum F_y=0$ and $\sum \tau=0$ The author gives us an excellent sketch of the problem, he also analyzed the reaction force on the left end of the ladder twi its two components. Thus, $$\sum F_x=F_{Cx}-F_W=0$$ Hence, $$F_{Cx}=F_W\tag 1$$ whereas $F_{Cx}$ is the static friction force that is given by $$F_{Cx}=\mu_sF_{Cy}$$ whereas $F_{Cy}$ is the normal force exerted on the left end of the ladder. Plugging into (1) and solving for $\mu_s$; $$\mu_s=\dfrac{F_W}{F_{Cy}}\tag 2$$ We need to find the two reaction forces of $F_W$ and $F_{Cy}$. Finding $F_{Cy}$; $$\sum F_y=F_{Cy}-m_{ladder}g-m_{painter}g=0$$ Thus, $$F_{Cy}=\left(m_{ladder}+m_{painter}\right)g$$ Plugging the given; $$F_{Cy}=\left( 12+55\right)\cdot 9.8$$ $$F_{Cy}=656.6\;\rm N\tag 3$$ Finding $F_{W}$; $$\sum \tau_{\text{At left end}}=(F_{C}\cdot 0)-(m_{ladder}g\cdot 1.5)-(m_{painter}g\cdot 2.1)+(F_W\cdot 4 )=0$$ Thus, $$4F_W=(m_{ladder}g\cdot 1.5)+(m_{painter}g\cdot 2.1)$$ Solving for $F_W$; $$ F_W=\dfrac{( 12\cdot 9.8\cdot 1.5)+(55\cdot 9.8\cdot 2.1)}{4}$$ $$F_W=327.1\;\rm N\tag 4$$ Plugging (3) and (4) into (2); $$\mu_s=\dfrac{327.1 }{656.6 } $$ $$\boxed{\mu_s=0.498}$$
Update this answer!

You can help us out by revising, improving and updating this answer.

Update this answer

After you claim an answer you’ll have 24 hours to send in a draft. An editor will review the submission and either publish your submission or provide feedback.