By R. C. Hibbeler
Teacher strategies handbook (ISM) for Mechanics of fabrics ninth version c2014 through R. C. Hibbeler.
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Extra resources for Mechanics of Materials - Instructor Solutions Manual
No portion of this material may be reproduced, in any form or by any means, without permission in writing from the publisher. 1–33. The bar has a cross-sectional area A and is subjected to the axial load P. Determine the average normal and average shear stresses acting over the shaded section, which is oriented at u from the horizontal. Plot the variation of these stresses as a function of u 10 … u … 90°2. P P u A Equations of Equilibrium: R+ ©Fx = 0; V - P cos u = 0 V = P cos u Q+ ©Fy = 0; N - P sin u = 0 N = P sin u Average Normal Stress and Shear Stress: Area at u plane, A¿ = savg = P sin u N P = = sin2 u A A¿ A sin u tavg = P cos u V = A A¿ sin u = A .
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. 1–49. The joint is subjected to the axial member force of 6 kip. Determine the average normal stress acting on sections AB and BC. 5-in. thick. 5 in. 5 in. 5) Ans. 5) Ans. , 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. 1–39. If the block is subjected to the centrally applied force of 600 kN, determine the average normal stress in the material. Show the stress acting on a differential volume element of the material. 12 m2. 12 Ans. The average normal stress distribution over the cross section of the block and the state of stress of a point in the block represented by a differential volume element are shown in Fig.
Mechanics of Materials - Instructor Solutions Manual by R. C. Hibbeler