Applied Statics And Strength Of Materials

Applied Statics and Strength of Materials 6th Edition Limbrunner Solutions ManualFull Download: -solutions-mInstructor’s ManualforApplied Statics andStrength of MaterialsSixth EditionGeorge F. LimbrunnerLeonard SpiegelCraig D'AllairdBoston Columbus Indianapolis New York San Francisco HobokenAmsterdam Cape Town Dubai London Madrid Milan Munich Paris Montreal TorontoDelhi Mexico City Sao Paulo Sydney Hong Kong Seoul Singapore Taipei TokyoThis sample only, Download all chapters at: AlibabaDownload.com

Copyright 2016 Pearson Education, Inc., publishing as Prentice Hall, Hoboken, New Jersey and Columbus, Ohio.All rights reserved. Manufactured in the United States of America. This publication is protected by Copyright, andpermission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system,or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise. To obtainpermission(s) to use material from this work, please submit a written request to Pearson Education, Inc., PermissionsDepartment, 221 River Street, Hoboken, New Jersey.Many of the designations by manufacturers and seller to distinguish their products are claimed as trademarks. Wherethose designations appear in this book, and the publisher was aware of a trademark claim, the designations have beenprinted in initial caps or all caps.10 9 8 7 6 5 4 3 2 1ISBN-13: 978-0-13-384067-4ISBN-10:0-13-384067-0

Table of ContentsChapter 12Chapter 28Chapter 312Chapter 425Chapter 535Chapter 654Chapter 775Chapter 884Chapter 996Chapter 10105Chapter 11110Chapter 12124Chapter 13133Chapter 14155Chapter 15169Chapter 16189Chapter 17205Chapter 18229Chapter 19242Chapter 20248Chapter 21253

1INSTRUCTOR’S MANUALFORAPPLIED STATICS AND STRENGTH OF MATERIALSSixth EditionGeorge F. Limbrunner, P.E.Craig T. D’Allaird, P.E.NOTES:1. The solutions presented herein are, in general, somewhat abbreviated to conserve space.Very little explanation is furnished. Sketches are kept to a minimum. Few checks are shown.2. The solutions follow the procedures developed in the examples in the text.3. The solutions are based on the limited tables furnished in the text and/or the appendices.The tables furnished are for the purposes of this text only and should not be used fordesign.4. The solutions for the design problems are generally not the only solution nor are theynecessarily the most economical solutions.5. Please note that problem numbers in the solution manual are depicted with both dashes (‐)and periods (.) between the chapter and problem numbers. These are interchangeable.6. It should be noted that the previous editions of the text used lowercase s to denotestresses. This has changed in the 6th edition, but due to time constraints this solutionmanual has not been completely updated to reflect such.7. If you find errors in this manual or in the text, please forward them to me atc.dallaird@hvcc.edu.Craig T. D’AllairdTroy, NYNovember 2014

2Chapter 1

3Prob. 1.1(a) c 10712.21 ft(b) b 201612.00 ----------Prob. 1.2(a) a 25 sin 48 18.58 ft(b) b 2518.5816.73 ft(c) h b sin 48 16.73 sin 48 12.43 -----------Prob. 1.367.325.59 fta 72-1A cos (67.3/72) 20.8 B sin-1(67.3/72) 69.2 ---------Prob. 1.4AB 28 sin70 26.3 -----------Prob. 1.5c10611.6 ftθ tan 6 1031.0 ---------Prob. 1.6AB121620 ftBC123234.2 ftA tan 12 1636.9 C tan 12 3220.6 ---------Prob. 1.7θ sin 5 656.4 106.63 --------------Prob. 1.8Assume all angles to be 45 2 3 cos 45 0 6 sin 45 0.1213 miRR0 3 sin 45 6 6 sin 45 0.364 mi.R0.12130.364Prob. 1.9(a)c2 112 132 – 2(11)(13)cos 80 15.50 ftsin 80 sin A sin B111315.50 A 44.3 , B 55.7 (b)a2 782 852 – 2(78)(85)cos 72 96.0 ftsin 72 sin C sin Ba8578 A 57.4 , B 50.6 (c) Right Triangle CheckCheck a2 b2 c2A tan 7 2416.26 B tan 24 773.7 ---------Prob. 1.10C 180 - 55 - 63 62 asin 63 a&c100sin 55 sin 63 100sin 55 sin 62 100sin 55 csin 62 108.8 ft107.8 ftPerimeter a b c 317 -----------Prob. 1.11S wt of one shockP wt of one set of brake padsEq1: 8S 10P 101.6 lbEq2: 10S 6P 106.2 lbMultiply Eq2 by 8/10:Eq3: 8S 4.8P 84.96 lb0.384 mi.8S 10P 101.6 lb- 8S – 4.8P -84.96 lb5.2P 16.64 lbP 3.20 lb S 8.70 lb1-1

4Prob. 1.12b 1.815 ft in.in0.815 ft 129.78 in.ftin0.815 ft 129.78 in.ft0.78 in. 32 24.9625 1.815 ft 1 9 ------------Prob. 1.19Volume Area lengthπ 2 in.ftin.0.25 mi 528012mi4ftin.1728ft3 28.80 ftFlushing Water 2(28.8 ft3)(7.481 gal/ft3) 431 ------------Prob. 1.202026 B41.77 sin Bsin 60 D1 78.23 and D2 101.77 AB20 AB 29.39 ftsin 78.23 sin 41.77 BCAB502 AB 50 cos 60 BC 43.52 ft43.550 B 84.25 sin B sin 60 C 180 ‐60 ‐84.25 35.75 ---------Prob. 1.13a 0.015 ton 2000 lb ton 30.0 lbb 30.0 lb 16 oz. lb 480 ------------Prob. 1.14a 5 mi 5280 ft mi 1 yd 3 ft 8800 ydb 5 mi 5280 ft mi 26,400 -----------Prob. 1.15mift1hr1 minft60528088hrmi 60 min 60 ---------------Prob. 1.161 yd1 rodrodft16043,560acre3 ft5.5 ---------------Prob. 1.17(a)125,000,000,000 gal384 10 acre ftgalft43,5607.481acreft(b)lb125,000,000,000 gal 62.4ft521 10 --------------------------------Prob. 1.187.75 in.3a 27′ 7 " 0.646 ft 27.65 ------------------Prob. -------------Prob. -------------Prob. 1.241-2

5Prob. 1.29Prob. -------------Prob. -------------Prob. -------------Prob. 1.31AB 32(tan55 ) 45.7 ----------Prob. -------------Prob. -------------Prob. -------------Prob. 1.281-3

6Prob. 1.34Prob. -------------Prob. -------------Prob. -------------Prob. 1.381-4

Applied Statics and Strength of Materials 6th Edition Limbrunner Solutions ManualFull Download: -solutions-m7Prob. 1.39Prob. -------------Prob. -------------Prob. --------------1-5This sample only, Download all chapters at: AlibabaDownload.com

Applied Statics and Strength of Materials Sixth Edition George F. Limbrunner Leonard Spiegel . Chapter 5 35 Chapter 6 54 Chapter 7 75 Chapter 8 84 . necessarily the most economical solutions. 5. Please note that problem numbers