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ch01-03 stress & strain & properties

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01 Solutions 46060 5/6/10 2:43 PM Page 43<br />

© 2010 Pearson Education, Inc., Upper Saddle River, NJ. All rights reserved. This material is protected under all copyright laws as they currently<br />

exist. No portion of this material may be reproduced, in any form or by any means, without permission in writing from the publisher.<br />

•1–61. Determine the maximum magnitude P of the load<br />

the beam will support if the average shear <strong>stress</strong> in each pin<br />

is not to allowed to exceed 60 MPa.All pins are subjected to<br />

double shear as shown, and each has a diameter of 18 mm.<br />

C<br />

Referring to the FBD of member AB,Fig.a,<br />

a+©M A = 0; F BC sin 30°(6) - P(2) - P(4) = 0 F BC = 2P<br />

A<br />

2 m<br />

2 m<br />

30<br />

2 m<br />

B<br />

: + ©F x = 0; A x - 2P cos 30° = 0 A x = 1.732P<br />

+ c ©F y = 0; A y - P - P + 2P sin 30° = 0 A y = P<br />

Thus, the force acting on pin A is<br />

F A = 2 A x 2 + A y 2 = 2 (1.732P) 2 + P 2 = 2P<br />

All pins are subjected to same force and double shear. Referring to the FBD of the<br />

pin, Fig. b,<br />

P<br />

P<br />

V = F 2 = 2P 2<br />

= P<br />

The cross-sectional area of the pin is A = p . Thus,<br />

4 (0.0182 ) = 81.0(10 - 6 )p m 2<br />

t allow = V A ; 60(106 ) =<br />

P<br />

81.0(10 - 6 )p<br />

P = 15 268 N = 15.3 kN<br />

Ans.<br />

43

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