tailieunhanh - Mechanics 1 of materials hibbeler 6th Episode 3 Part 4

Tham khảo tài liệu 'mechanics 1 of materials hibbeler 6th episode 3 part 4', kỹ thuật - công nghệ, cơ khí - chế tạo máy phục vụ nhu cầu học tập, nghiên cứu và làm việc hiệu quả | 12-61 Determine the maximum slope and the maximum deflection of the beam. EĨ is constant. I_ 1 Mq .Ly _ MqL Scia - 2 2EI 0C - CIA A _ Mọt 4- fl 2EI _ _ -MọL _ MữL Ans - V A - 2EỊ 2EI . . Ans Amax ÍB Cl - 2 4 SEỈ From Mechanics of Materials Sixth Edition by R. c. Hibbeler ISBN 0-13-191345-X. 2005 R. c. Hibbeler. Published by Pearson Prentice Hall 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. 12-62. The rod is constructed from two shafts for which the moment of inertia of AB is I and of BC is 21. Determine the maximum slope and deflection of the rod due to the loading. The modulus of elasticity is E. a _ 1 . l PL k -PLxrks- 5PL1 - ỊĩỉL c - 2 2 2 2 4 Z 2 4 2 16 16 Ox A C c n ĨPL1 _ 5PL1 16 Ỉ6EỊ Ans A .1 Ax Itvcl 1 4 4 b ÀỊtá 4 1 2 2 2 3 2 4 2 2 3 4EI 2 2 4 I 3PL1 16 Ans From Mechanics of Materials Sixth Edition by R. c. Hibbeler ISBN 0-13-191345-X. 2005 R. c. Hibbeler. Published by Pearson Prentice Hall 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. 12-63 Determine the deflection and slope at c. E is constant. C A 2 El El 2EI 2E1 8c CM 8a 3MoL MqL _ 4M0L c 2EI 6EI 3EI Ans From Mechanics of Materials Sixth Edition by R. c. Hibbeler ISBN 0-13-191345-X. 2005 R. c. Hibbeler. Published by Pearson Prentice Hall 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 .