Engineering Mechanics: Statics & Dynamics (14th Edition)

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

Chapter 17 - Planar Kinetics of a Rigid Body: Force and Acceleration - Section 17.3 - Equations of Motion: Translation - Problems - Page 435: 27

Answer

$N_B=857lb$ $N_A=1393lb$ $t=2.72s$

Work Step by Step

We can determine the required time and the normal reactions as follows: According to equation of motion in x-direction $\Sigma F_x=ma_x$ $\implies \mu_k(2N_B)=ma_x$ We plug in the known values to obtain: $0.3(2N_B)=\frac{4500}{32.2}a_x$ This simplifies to: $N_B=232.916a_x$ [eq(1)] Similarly $\Sigma M_A=\Sigma (M_K)_A$ $\implies -2N_B(6)+W(2)=-ma_x(2.5)$ $\implies -2N_B(6)+4500(2)=-\frac{4500}{32.2}(2.5a_x)$ This simplifies to: $N_B=750+29.1149a_x$ [eq(2)] We plug in the known values from eq(1) into eq(2) to obtain: $232.916a_x=750+29.1149a_x$ This simplifies to: $a_x=3.68 ft/s^2$ We plug in this value in eq(1) to obtian: $N_B=232.916(3.68)$ $\implies N_B=857lb$ Now we apply the equation of motion in y-direction $\Sigma F_y=ma_y$ $\implies 2N_B+2N_A-W=m(0)$ $\implies 2(857)+2N_A-4500=0$ This simplifies to: $N_A=1393N$ We know that $v=v_{\circ}+a_xt$ We plug in the known values to obtain: $10=0+3.68(t)$ This simplifies to: $t=2.72s$
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