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Sol Cap 02 - Edicion 8

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COSMOS: Complete Online <strong>Sol</strong>utions Manual Organization System<br />

Chapter 2, <strong>Sol</strong>ution 84.<br />

2 2<br />

2<br />

x y z<br />

(a) We have ( θ ) ( θ ) ( θ )<br />

cos + cos + cos = 1<br />

2<br />

2<br />

( θ ) = − ( θ ) − ( θ ) 2<br />

or cos 1 cos cos<br />

z x y<br />

Since F z < 0 we must have cosθ z < 0<br />

2 2<br />

Thus cosθ =− 1 − ( cos113.2° ) − cos( 78.4°<br />

)<br />

z<br />

cosθ z =− 0.89687<br />

θ = 153.7°!<br />

z<br />

(b) Then:<br />

F<br />

Fz<br />

−35 lb<br />

= =<br />

cosθ<br />

− 0.89687<br />

z<br />

F = 39.<strong>02</strong>5 lb<br />

And<br />

F = Fcosθ<br />

x<br />

x<br />

( )<br />

F = 39.<strong>02</strong>5 lb cos113.2°<br />

x<br />

F =− 15.37 lb !<br />

x<br />

F = Fcosθ<br />

y<br />

y<br />

( )<br />

F = 39.<strong>02</strong>5 lb cos78.4°<br />

y<br />

F = 7.85 lb !<br />

y<br />

F = 39.0 lb !<br />

Vector Mechanics for Engineers: Statics and Dynamics, 8/e, Ferdinand P. Beer, E. Russell Johnston, Jr.,<br />

Elliot R. Eisenberg, William E. Clausen, David Mazurek, Phillip J. Cornwell<br />

© 2007 The McGraw-Hill Companies.

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