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Sol Cap 02 - Edicion 8

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

With P = Pj<br />

, at A:<br />

Σ F = 0: T + T + T + j = 0<br />

AB AC AD P<br />

Equating the factors of i, j, and k to zero, we obtain the linear algebraic<br />

equations:<br />

i : − 0.190476T + 0.50847T − 0.158730T<br />

= 0 (1)<br />

AB AC AD<br />

j : −0.95238T − 0.84746T − 0.79365T + P = 0 (2)<br />

AB AC AD<br />

k : 0.23810T + 0.152542T − 0.58730T<br />

= 0 (3)<br />

AB AC AD<br />

In Equations (1), (2) and (3), set T AB = 3.6 kN, and, using conventional<br />

methods for solving Linear Algebraic Equations (MATLAB or Maple,<br />

for example), we obtain:<br />

T AC =<br />

T AD =<br />

1.963 kN<br />

1.969 kN<br />

P = 6.66 kN "<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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