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 437: 36

Answer

$N_{A/leg}=22.1lb$ $N_{B/leg}=30.6lb$ and $a=13.58 ft/s^2$

Work Step by Step

The required normal reaction and acceleration can be determined as follows: We know that equilibrium in x-direction is given as $\Sigma F_x=0$ $\implies Fcos30-\mu_s N_A-\mu_s N_B=0$ $\implies Fcos30-0.5N_A-0.5N_B=0$ [eq(1)] Similarly, the equilibrium in y-direction is given as $\Sigma F_y=0$ $\implies N_A+N_B-W-Fsin30=0$ $\implies N_A+N_B-F=75$ [eq(2)] After solving eq(1) and eq(2), we obtain: $F=60.874lb$ We know that $\Sigma F_x=ma$ $\implies Fcos30-\mu_k N_A-\mu_k N_B=ma$ $\implies 60.874cos30-0.2N_A-0.2N_B=\frac{75}{32.2}a$ [eq(3)] and $\Sigma F_y=0$ $\implies N_A+N_B-W-Fsin30=0$ $\implies N_A+N_B=75+60.874sin30$ [eq(4)] After solving eq(3) and eq(4), we obtain: $a=13.58 ft/s^2$ Now, we sum the moments about point A $M_A=\Sigma M_{kA}$ $\implies (-2)ma=-3Fcos30-4N_B-2W$ $\implies 2(\frac{-75}{32.2})=-3(60.874 cos30)-4\times N_B-2(75)$ This simplifies to: $N_B=61.2lb$ We plug in this value in eq(4) to obtain: $N_A=44.2lb$ $\implies N_{A/leg}=\frac{44.2}{2}=22.1lb$ and $N_{B/leg}=\frac{61.2}{2}=30.6lb$
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.