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01 Solutions 46060 5/6/10 2:43 PM Page 43 © 2010 Pearson Education, Inc., Upper Saddle River, NJ. All rights reserved. This material is protected under all copyright laws as they currently exist. No portion of this material may be reproduced, in any form or by any means, without permission in writing from the publisher. •1–61. Determine the maximum magnitude P of the load the beam will support if the average shear **stress** in each pin is not to allowed to exceed 60 MPa.All pins are subjected to double shear as shown, and each has a diameter of 18 mm. C Referring to the FBD of member AB,Fig.a, a+©M A = 0; F BC sin 30°(6) - P(2) - P(4) = 0 F BC = 2P A 2 m 2 m 30 2 m B : + ©F x = 0; A x - 2P cos 30° = 0 A x = 1.732P + c ©F y = 0; A y - P - P + 2P sin 30° = 0 A y = P Thus, the force acting on pin A is F A = 2 A x 2 + A y 2 = 2 (1.732P) 2 + P 2 = 2P All pins are subjected to same force and double shear. Referring to the FBD of the pin, Fig. b, P P V = F 2 = 2P 2 = P The cross-sectional area of the pin is A = p . Thus, 4 (0.0182 ) = 81.0(10 - 6 )p m 2 t allow = V A ; 60(106 ) = P 81.0(10 - 6 )p P = 15 268 N = 15.3 kN Ans. 43

01 Solutions 46060 5/6/10 2:43 PM Page 44 © 2010 Pearson Education, Inc., Upper Saddle River, NJ. All rights reserved. This material is protected under all copyright laws as they currently exist. No portion of this material may be reproduced, in any form or by any means, without permission in writing from the publisher. 1–62. The crimping tool is used to crimp the end of the wire E. If a force of 20 lb is applied to the handles, determine the average shear **stress** in the pin at A.The pin is subjected to double shear and has a diameter of 0.2 in. Only a vertical force is exerted on the wire. Support Reactions: E A C B D 20 lb From FBD(a) a+©M D = 0; 20(5) - B y (1) = 0 B y = 100 lb 1.5 in. 2 in. 1 in. 5 in. 20 lb : + ©F x = 0; B x = 0 From FBD(b) : + ©F x = 0; A x = 0 a +©M E = 0; A y (1.5) - 100(3.5) = 0 A y = 233.33 lb Average Shear Stress: Pin A is subjected to double shear. Hence, V A = F A 2 = A y = 116.67 lb 2 (t A ) avg = V A = 116.67 p A A 4 (0.22 ) = 3714 psi = 3.71 ksi Ans. 1–63. Solve Prob. 1–62 for pin B. The pin is subjected to double shear and has a diameter of 0.2 in. 20 lb Support Reactions: From FBD(a) a+©M D = 0; 20(5) - B y (1) = 0 B y = 100 lb E A C B D : + ©F x = 0; B x = 0 Average Shear Stress: Pin B is subjected to double shear. Hence, 1.5 in. 2 in. 1 in. 5 in. 20 lb V B = F B 2 = B y = 50.0 lb 2 (t B ) avg = V B A B = 50.0 p 4 (0.22 ) = 1592 psi = 1.59 ksi Ans. 44

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