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ighth<br />

dition<br />

Vector Mechanics for Engineers: Statics<br />

Sample Problem 2.6<br />

• Resolve the vector equilibrium equation into<br />

two component equations. Solve for the two<br />

unknown cable tensions.<br />

<br />

<br />

TAB<br />

40<br />

Nsin 60.26<br />

i 40 Ncos60.26<br />

<br />

34.73 Ni<br />

19.84 Nj<br />

<br />

<br />

<br />

TAC<br />

TAC<br />

sin 20.56i<br />

TAC<br />

cos 20.56<br />

j<br />

<br />

<br />

0.3512TAC<br />

i 0.9363TAC<br />

j<br />

<br />

T 60 Ni<br />

<br />

F F i<br />

D<br />

D<br />

<br />

j<br />

<br />

R<br />

<br />

<br />

0<br />

<br />

34.73 0.3512T<br />

<br />

<br />

19.84 0.9363T<br />

AC<br />

AC<br />

<br />

FD<br />

i<br />

<br />

60 j<br />

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.<br />

2 - 25

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