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To browse Academia.edu and the wider internet faster and more securely, please take a few seconds to upgrade your browser. Help Center less You can download the paper by clicking the button above. Related Papers Mechanics of Materials 7th Edition Beer Solution Manual By Usama Mushtaq BeerMOM ISM C By Barbara Minerva PROBLEM 6.1 By yifei wang PROBLEM 2.1 By Uday Aghara Sol YunusChap By Pongsatorn Chattim Download pdf About Press Blog People Papers Job Board Advertise We're Hiring. Students also viewed SEN 2018 Answered - Some excercise and test questions Lab 4 - Resource Management Econometrics Lecture Notes Tensiontest-YBU son Exam 1 December 2014, questions MOM 521S TUT 2 MEMO - Copy Other related documents Chapter 4 - Solution Manual-Beer Johnston - Mechanics of Materials 7th c2015 Chapter 5 - Solution Manual-Beer Johnston - Mechanics of Materials 7th c2015 Chapter 7 - Solution Manual-Beer Johnston - Mechanics of Materials 7th c2015 ABS1400 Assignments 2019 6077cfc48658941 b6d7c84317 d455d0b Africa Scara - This tutorial was done at NUST Application IIE MSA - Lecture notes 1 Related Studylists Hung Preview text C C H H A A P P T T E E R R 2 2 PROPRIETARY MATERIAL. This is proprietary material solely for authorized instructor use. This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted Knowing that E?200 GPa, This document may not be copied, scanned, duplicated, forwarded, distributed, or posted Knowing thatThis document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted Knowing that A dd This document may not be copied, scanned, duplicated, forwarded, distributed, or posted Knowing that E?

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200 GPa, determine the required diameter of This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted Determine the You need a Premium account to see the full document. Option 1 Share your documents to get free Premium access Upload Option 2 Upgrade to Premium to read the full document Get a free 30 day trial Already have an account. Sign in here Help. Books You don't have any books yet. Studylists You don't have any Studylists yet. Recent Documents You haven't viewed any documents yet. Derecho De La Persona.Use a methodThis document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted This document may not be copied, scanned, duplicated, forwarded, distributed, or posted For the stateThis document may not be copied, scanned, duplicated, forwarded, distributed, or posted. If you continue browsing the site, you agree to the use of cookies on this website.

See our User Agreement and Privacy Policy.If you continue browsing the site, you agree to the use of cookies on this website. See our Privacy Policy and User Agreement for details.You can change your ad preferences anytime. Cancel anytime. Now customize the name of a clipboard to store your clips. Used by thousands of students around the globe since its publication in 1981, Mechanics of Materials, provides a precise presentation of the subject illustrated with numerous engineering examples that students both understand and relate to theory and application. From the detailed examples, to the homework problems, to the carefully developed solutions manual, you and your students can be confident the material is clearly explained and accurately represented. If you do not know how to download, click here for help. We also get your email address to automatically create an account for you in our website. Once your account is created, you'll be logged-in to this account. We also get your email address to automatically create an account for you in our website. Once your account is created, you'll be logged-in to this account. All content on this website is for educational purposes only. There are no files hosted on our server, links are provided only by users of this site, and administrators of this site are not responsible for links posted by users. If you are the owner of any information shared on this website and you want us to remove it, do not hesitate to contact us. Johnston, John DeWolf, Ferdinand Beer, David F. Mazurek Solutions Manuals are available for thousands of the most popular college and high school textbooks in subjects such as Math, Science ( Physics, Chemistry, Biology ), Engineering ( Mechanical, Electrical, Civil ), Business and more. Understanding Mechanics of Materials homework has never been easier than with Chegg Study.

Unlike static PDF Mechanics of Materials solution manuals or printed answer keys, our experts show you how to solve each problem step-by-step. No need to wait for office hours or assignments to be graded to find out where you took a wrong turn. You can check your reasoning as you tackle a problem using our interactive solutions viewer. Plus, we regularly update and improve textbook solutions based on student ratings and feedback, so you can be sure you're getting the latest information available. Hit a particularly tricky question. Bookmark it to easily review again before an exam. The best part? As a Chegg Study subscriber, you can view available interactive solutions manuals for each of your classes for one low monthly price. Why buy extra books when you can get all the homework help you need in one place? Just post a question you need help with, and one of our experts will provide a custom solution. You can also find solutions immediately by searching the millions of fully answered study questions in our archive. Asking a study question in a snap - just take a pic. Shed the societal and cultural narratives holding you back and let step-by-step Mechanics of Materials textbook solutions reorient your old paradigms. NOW is the time to make today the first day of the rest of your life. Unlock your Mechanics of Materials PDF (Profound Dynamic Fulfillment) today. YOU are the protagonist of your own life. Let Slader cultivate you that you are meant to be! Please reload the page. Please choose a different delivery location or purchase from another seller.Please choose a different delivery location or purchase from another seller.Please try again. Please try your request again later. Their careful presentation of content, unmatched levels of accuracy, and attention to detail have made their texts the standard for excellence.

The revision of their classic Mechanics of Materials text features a new and updated design and art program; almost every homework problem is new or revised; and extensive content revisions and text reorganisations have been made. The multimedia supplement package includes an extensive strength of materials Interactive Tutorial (created by George Staab and Brooks Breeden of The Ohio State University) to provide students with additional help on key concepts, and a custom book website offers online resources for both instructors and students. Then you can start reading Kindle books on your smartphone, tablet, or computer - no Kindle device required. Full content visible, double tap to read brief content. Videos Help others learn more about this product by uploading a video. Upload video To calculate the overall star rating and percentage breakdown by star, we don’t use a simple average. Instead, our system considers things like how recent a review is and if the reviewer bought the item on Amazon. It also analyzes reviews to verify trustworthiness. Please try again later. Marc J. Driftmeyer 5.0 out of 5 stars I would recommend this seller every time.The diagrams were good, useful equations and derivations are boxed and highlighted. I would recommend this book to anyone.Yield strength refers to the point on the engineering stress-strain curve (as opposed to true stress-strain curve) beyond which the material begins deformation that cannot be reversed upon removal of the loading. What exactly in the above definition of this subject matter has changed in the last four years. Are our bridges in danger of breaking into pieces and floating into space. Or perhaps the authors have lost a great deal in the stock market and picking the pockets of students who had a great supply of affordable used fourth editions was the solution to the authors' problems? I used this book in one of its much earlier incarnations (early 90's) for a class, and it was wonderfully written.

The prose was clear, the examples to the point, and the illustrations were entirely adequate. However, that was the second or so edition, and the answer key was still wrong back then. I compared the fourth edition of this book to my stepson's fifth edition, and I have to say, what is the point. The sections have been rearranged as have the questions, and it appears some of the errors in previous editions are gone, but new ones have popped up, in some cases to problems that have been in this book for years but have just been put in a different place in the book. If this book was about the underlying subject of material science aimed at seniors or graduate students, well that subject changes quickly. However, this is a book aimed at college sophomores, and the underlying calculations have not changed. I really loved studying this subject with my second edition. Since that edition was sufficient in 1992, I don't know why three more editions with no more room for improvement with the exception of the answer key which has still not been fixed is necessary for anything but the publisher's bottom line.I did, however, and have since found it to be of the same high quality as other textbooks by Beer and Johnston. The explanations are clear, the worked examples are helpful in illustrating concepts, and the problems reinforce what has (or should have) been learned.The hardcover edition uses both English and Metric units. It was a little bit of a surprise to find out this difference. I actually prefer the SI Units, but if you are taking this course in the United States, you will notice the difference.I really love it.Nevertheless, practical, well-presented and authoratative. Recommended.Only 4 stars as I can't say that I love the book as it was just helpful for my work not particularly enjoyable. All rights reserved.

No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. Determine the magnitude of the force P for which the tensile stress in rod AB is twice the magnitude of the compressive stress in rod BC. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.5 Two steel plates are to be held together by means of 16-mm- diameter high-strength steel bolts fitting snugly inside cylindrical brass spacers. Knowing that the average normal stress must not exceed 200 MPa in the bolts and 130 MPa in the spacers, determine the outer diameter of the spacers that yields the most economical and safe design. SOLUTION At each bolt location the upper plate is pulled down by the tensile force Pb of the bolt. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.6 Two brass rods AB and BC, each of uniform diameter, will be brazed together at B to form a nonuniform rod of total length 100 m, which will be suspended from a support at A as shown. All rights reserved.
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No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.9 Link AC has a uniform rectangular cross section 116 in.All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. SOLUTION Draw free body diagrams of AC and CD. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.11 The frame shown consists of four wooden members, ABC, DEF, BE, and CF.Using entire frame as free body, 0: 40 (45 30)(480) 0 900 lb. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.14 A couple M of magnitude 1500 N.For the position shown, determine (a) the force P required to hold the engine system in equilibrium, (b) the average normal stress in the connecting rod BC, which has a 450-mm2 uniform cross section. Note that rod is a two-force member; hence the direction of force FBC is known. All rights reserved.

No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.15 When the force P reached 8 kN, the wooden specimen shown failed in shear along the surface indicated by the dashed line. Determine the average shearing stress along that surface at the time of failure. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.16 The wooden members A and B are to be joined by plywood splice plates, that will be fully glued on the surfaces in contact. As part of the design of the joint, and knowing that the clearance between the ends of the members is to be 14 in., determine the smallest allowable length L if the average shearing stress in the glue is not to exceed 120 psi. SOLUTION There are four separate areas that are glued. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.19 The load P applied to a steel rod is distributed to a timber support by an annular washer. The diameter of the rod is 22 mm and the inner diameter of the washer is 25 mm, which is slightly larger than the diameter of the hole.

Determine the smallest allowable outer diameter d of the washer, knowing that the axial normal stress in the steel rod is 35 MPa and that the average bearing stress between the washer and the timber must not exceed 5 MPa. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. Determine the smallest allowable length L of the bearing plate if the bearing stress in the timber is not to exceed 400 psi. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.21 An axial load P is supported by a short W8 40. Knowing that the average normal stress in the column must not exceed 30 ksi and that the bearing stress on the concrete foundation must not exceed 3.0 ksi, determine the side a of the plate that will provide the most economical and safe design. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. Use joint A as a free body. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. All rights reserved.

No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. SOLUTION Geometry: Triangle ABC is an isoseles triangle with angles shown here. Use joint A as a free body. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.27 For the assembly and loading of Prob. 1.7, determine (a) the average shearing stress in the pin at B, (b) the average bearing stress at B in member BD, (c) the average bearing stress at B in member ABC, knowing that this member has a 10 ? 50-mm uniform rectangular cross section. PROBLEM 1.7 Each of the four vertical links has an 8 ? 36-mm uniform rectangular cross section and each of the four pins has a 16-mm diameter. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.28 The hydraulic cylinder CF, which partially controls the position of rod DE, has been locked in the position shown. Member BD is 58 in. thick and is connected to the vertical rod by a 38 -in.-diameter bolt. Determine (a) the average shearing stress in the bolt, (b) the bearing stress at C in member BD. All rights reserved.

No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.31 Two wooden members of uniform rectangular cross section are joined by the simple glued scarf splice shown. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.32 Two wooden members of uniform rectangular cross section are joined by the simple glued scarf splice shown. Knowing that the maximum allowable shearing stress in the glued splice is 620 kPa, determine (a) the largest load P that can be safely applied, (b) the corresponding tensile stress in the splice. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.33 A steel pipe of 12-in. All rights reserved.

No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.36 A centric load P is applied to the granite block shown. Knowing that the resulting maximum value of the shearing stress in the block is 18 MPa, determine (a) the magnitude of P, (b) the orientation of the surface on which the maximum shearing stress occurs, (c) the normal stress exerted on that surface, (d) the maximum value of the normal stress in the block. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.38 Link BC is 6 mm thick and is made of a steel with a 450-MPa ultimate strength in tension. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.41 Link AB is to be made of a steel for which the ultimate normal stress is 450 MPa. All rights reserved.

No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.42 A steel loop ABCD of length 1.2 m and of 10-mm diameter is placed as shown around a 24-mm-diameter aluminum rod AC. Cables BE and DF, each of 12-mm diameter, are used to apply the load Q. Knowing that the ultimate strength of the steel used for the loop and the cables is 480 MPa and that the ultimate strength of the aluminum used for the rod is 260 MPa, determine the largest load Q that can be applied if an overall factor of safety of 3 is desired. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.43 Two wooden members shown, which support a 3.6 kip load, are joined by plywood splices fully glued on the surfaces in contact. The ultimate shearing stress in the glue is 360 psi and the clearance between the members is 14 in. Determine the required length L of each splice if a factor of safety of 2.75 is to be achieved. SOLUTION There are 4 separate areas of glue. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. The ultimate strength of the wood used is 60 MPa in tension and 7.

5 MPa in shear, while the ultimate strength of the steel is 145 MPa in shear. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.47 Three steel bolts are to be used to attach the steel plate shown to a wooden beam. Knowing that the plate will support a 110-kN load, that the ultimate shearing stress for the steel used is 360 MPa, and that a factor of safety of 3.35 is desired, determine the required diameter of the bolts. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.48 Three 18-mm-diameter steel bolts are to be used to attach the steel plate shown to a wooden beam. Knowing that the plate will support a 110-kN load and that the ultimate shearing stress for the steel used is 360 MPa, determine the factor of safety for this design. All rights reserved. No part of this Manual may be displayed, reproduced, or distributed in any form or by any means, without the prior written permission of the publisher, or used beyond the limited distribution to teachers and educators permitted by McGraw-Hill for their individual course preparation. A student using this manual is using it without permission. PROBLEM 1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD.