Solution Manual for Applied Statics and Strength of Materials (6th Edition) 6th Edition

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ISBN-10 ‏: ‎0133840549

ISBN-13‏ : ‎978-0133840544

Author: George F. Limbrunner; Craig D’Allaird

This resource provides the necessary background in mechanics that is essential in many fields, such as civil, mechanical, construction, architectural, industrial, and manufacturing technologies. The focus is on the fundamentals of material statics and strength and the information is presented using an elementary, analytical, practical approach, without the use of Calculus. To ensure understanding of the concepts, rigorous, comprehensive example problems follow the explanations of theory, and numerous homework problems at the end of each chapter allow for class examples, homework problems, or additional practice for students. Updated and completely reformatted, the Sixth Edition of Applied Statics and Strength of Materialsfeatures color in the illustrations, chapter-opening Learning Objectives highlighting major topics, updated terminology changed to be more consistent with design codes, and the addition of units to all calculations.

applied statics and strength of materials 6th edition answer key

applied statics and strength of materials answers

applied statics and strength of materials

applied statics and strength of materials answers

TABLE OF CONTENT:

  1. Applied Statics and Strength of Materials
  2. Applied Statics and Strength of Materials
  3. Brief Contents
  4. Contents
  5. Preface
  6. Chapter One Introduction
  7. Learning Objectives
  8. 1.1 Mechanics Overview
  9. 1.2 Applications of Statics
  10. 1.3 The Mathematics of Statics
  11. 1.3.1 Right Triangles
  12. 1.3.2 Oblique Triangles
  13. 1.4 Calculations and Numerical Accuracy
  14. 1.5 Calculations and Dimensional Analysis
  15. 1.6 SI Units for Statics and strength of Materials
  16. Summary By Section Number
  17. Problems
  18. Section 1.3 The Mathematics of Statics
  19. Section 1.5 Calculations and Dimensional Analysis
  20. Section 1.6 SI Units for Statics and Strength of Materials
  21. Supplemental Problems
  22. Chapter Two Principles of Statics
  23. Learning Objectives
  24. 2.1 Forces and the Effects of Forces
  25. 2.2 Characteristics of a Force
  26. 2.3 Units of a Force
  27. 2.4 Types and Occurrence of Forces
  28. 2.5 Scalar and Vector Quantities
  29. 2.6 The Principle of Transmissibility
  30. 2.7 Types of Force Systems
  31. 2.8 Orthogonal Concurrent Forces: Resultants and Components
  32. Summary By Section Number
  33. Problems
  34. Section 2.8 Orthogonal Concurrent Forces: Resultants and Components
  35. Computer Problems
  36. Supplemental Problems
  37. Chapter Three Resultants of Coplanar Force Systems
  38. Learning Objectives
  39. 3.1 Resultant of Two Concurrent Forces
  40. 3.2 Resultant of Three or More Concurrent Forces
  41. 3.3 Moment of a Force
  42. 3.4 The Principle of Moments: Varignon’s Theorem
  43. 3.5 Resultants of Parallel Force Systems
  44. 3.5.1 Uniformly Distributed Line Loads
  45. 3.5.2 Nonuniformly Distributed Line Loads
  46. 3.5.3 Hydrostatic Forces
  47. 3.6 Couples
  48. 3.7 Resultants of Nonconcurrent Force Systems
  49. Summary by Section Number
  50. Problems
  51. Section 3.1 Resultant of Two Concurrent Forces
  52. Section 3.2 Resultant of Three or More Concurrent Forces
  53. Section 3.3 Moment of a Force
  54. Section 3.4 The Principle of Moments: Varignon’s Theorem
  55. Section 3.5 Resultants of Parallel Force Systems
  56. Section 3.6 Couples
  57. Section 3.7 Resultants of Nonconcurrent Force Systems
  58. Computer Problems
  59. Supplemental Problems
  60. Chapter Four Equilibrium of Coplanar Force Systems
  61. Learning Objectives
  62. 4.1 Introduction
  63. 4.2 Conditions of Equilibrium
  64. 4.3 The Free-Body Diagram
  65. 4.4 Equilibrium of Concurrent Force Systems
  66. 4.5 Equilibrium of Parallel Force Systems
  67. 4.6 Equilibrium of Nonconcurrent Force Systems
  68. Summary by Section Number
  69. Problems
  70. Section 4.3 The Free-Body Diagram
  71. Section 4.4 Equilibrium of Concurrent Force Systems
  72. Section 4.5 Equilibrium of Parallel Force Systems
  73. Section 4.6 Equilibrium of Nonconcurrent Force Systems
  74. Computer Problems
  75. Supplemental Problems
  76. Chapter Five Analysis of Structures
  77. Learning Objectives
  78. 5.1 Introduction
  79. 5.2 Trusses
  80. 5.3 Forces in Members of Trusses
  81. 5.4 The Method of Joints
  82. 5.4.1 Summary of Procedure: Method of Joints
  83. 5.5 The Method of Sections
  84. 5.5.1 Summary of Procedure: Method of Sections
  85. 5.6 Analysis of Frames
  86. Summary by Section Number
  87. Problems
  88. Section 5.4 The Method of Joints
  89. Section 5.5 The Method of Sections
  90. Section 5.6 Analysis of Frames
  91. Supplemental Problems
  92. Chapter Six Friction
  93. Learning Objectives
  94. 6.1 Introduction
  95. 6.2 Friction Theory
  96. 6.3 Angle of Friction
  97. 6.4 Friction Applications
  98. 6.5 Wedges
  99. 6.6 Belt Friction
  100. 6.7 Square-Threaded Screws
  101. Summary by Section Number
  102. Problems
  103. Section 6.4 Friction Applications
  104. Section 6.5 Wedges
  105. Section 6.6 Belt Friction
  106. Section 6.7 Square-Threaded Screws
  107. Computer Problems
  108. Supplemental Problems
  109. Chapter Seven Centroids and Centers of Gravity
  110. Learning Objectives
  111. 7.1 Introduction
  112. 7.2 Center of Gravity
  113. 7.2.1 Summary of Procedure: Center of Gravity of Built-Up Members
  114. 7.3 Centroids and Centroidal Axes
  115. 7.4 Centroids and Centroidal Axes of Composite Areas
  116. 7.4.1 Summary of Procedure: Centroids of Areas
  117. Summary by Section Number
  118. Problems
  119. Section 7.2 Center of Gravity
  120. Section 7.4 Centroids and Centroidal Axes of Composite Areas
  121. Computer Problems
  122. Supplemental Problems
  123. Chapter Eight Area Moments of Inertia
  124. Learning Objectives
  125. 8.1 Introduction and Definitions
  126. 8.2 Moment of Inertia
  127. 8.3 The Transfer Formula
  128. 8.4 Moment of Inertia of Composite Areas
  129. 8.5 Radius of Gyration
  130. 8.6 Polar Moment of Inertia
  131. Summary by Section Number
  132. Problems
  133. Section 8.2 Moment of Inertia
  134. Section 8.4 Moment of Inertia of Composite Areas
  135. Section 8.5 Radius of Gyration
  136. Section 8.6 Polar Moment of Inertia
  137. Computer Problems
  138. Supplemental Problems
  139. Chapter Nine Stresses and Strains
  140. Learning Objectives
  141. 9.1 Introduction
  142. 9.2 Tensile and Compressive Stresses
  143. 9.3 Shear Stresses
  144. 9.4 Tensile and Compressive Strain and Deformation
  145. 9.5 Shear Strain
  146. 9.6 The Relation Between Stress and Strain (Hooke’s Law)
  147. Summary by Section Number
  148. Problems
  149. Section 9.2 Tensile and Compressive Stresses
  150. Section 9.3 Shear Stresses
  151. Section 9.4 Tensile and Compressive Strain and Deformation
  152. Section 9.6 The Relation Between Stress and Strain (Hooke’s Law)
  153. Computer Problems
  154. Supplemental Problems
  155. Chapter Ten Properties of Materials
  156. Learning Objectives
  157. 10.1 The Tension Test
  158. 10.2 The Stress–Strain Diagram
  159. 10.3 Mechanical Properties of Materials
  160. 10.4 Engineering Materials: Metals
  161. 10.4.1 Ferrous Metals
  162. 10.4.2 Cast Iron
  163. Gray Cast Iron
  164. White Cast Iron
  165. Ductile Iron
  166. Malleable Iron
  167. 10.4.3 Steel
  168. Carbon Steel
  169. Alloy Steel
  170. Stainless Steel
  171. Structural Steel
  172. 10.4.4 Nonferrous Metals
  173. Aluminum
  174. Titanium
  175. Copper and Copper Alloys
  176. 10.5 Engineering Materials: Nonmetals
  177. 10.5.1 Concrete
  178. 10.5.2 Wood
  179. 10.5.3 Plastics
  180. 10.6 Allowable Stresses and Calculated Stresses
  181. 10.7 Factor of Safety
  182. 10.8 Elastic–Inelastic Behavior
  183. Summary by Section Number
  184. Problems
  185. Section 10.2 The Stress–Strain Diagram
  186. Section 10.6 Allowable Stresses and Calculated Stresses
  187. Section 10.7 Factor of Safety
  188. Section 10.8 Elastic–Inelastic Behavior
  189. Computer Problems
  190. Supplemental Problems
  191. Chapter Eleven Stress Considerations
  192. Learning Objectives
  193. 11.1 Poisson’s Ratio
  194. 11.2 Thermal Effects
  195. 11.3 Members Composed of Two or More Components
  196. 11.4 Stress Concentration
  197. 11.5 Stresses on Inclined Planes
  198. 11.6 Shear Stresses on Mutually Perpendicular Planes
  199. 11.7 Tension and Compression Caused By Shear
  200. Summary by Section Number
  201. Problems
  202. Section 11.1 Poisson’s Ratio
  203. Section 11.2 Thermal Effects
  204. Section 11.3 Members Composed of Two or More Components
  205. Section 11.4 Stress Concentration
  206. Section 11.5 Stresses on Inclined Planes
  207. Section 11.7 Tension and Compression Caused by Shear
  208. Computer Problems
  209. Supplemental Problems
  210. Chapter Twelve Torsion in Circular Sections
  211. Learning Objectives
  212. 12.1 Introduction
  213. 12.2 Members in Torsion
  214. 12.3 Torsional Shear Stress
  215. 12.4 Angle of Twist
  216. 12.5 Transmission of Power by a Shaft
  217. Summary by Section Number
  218. Problems
  219. Section 12.2 Members in Torsion
  220. Section 12.3 Torsional Shear Stress
  221. Section 12.4 Angle of Twist
  222. Section 12.5 Transmission of Power by a Shaft
  223. Computer Problems
  224. Supplemental Problems
  225. Chapter Thirteen Shear and Bending Moment in Beams
  226. Learning Objectives
  227. 13.1 Types of Beams and Supports
  228. 13.2 Types of Loads on Beams
  229. 13.3 Beam Reactions
  230. 13.4 Shear Force and Bending Moment
  231. 13.5 Shear Diagrams
  232. 13.5.1 Summary of Procedure: Shear Diagram Construction
  233. 13.6 Moment Diagrams
  234. 13.6.1 Summary of Procedure: Moment Diagram Construction
  235. 13.7 Sections of Maximum Moment
  236. 13.8 Moving Loads
  237. Summary by Section Number
  238. Problems
  239. Section 13.3 Beam Reactions
  240. Section 13.4 Shear Force and Bending Moment
  241. Section 13.5 Shear Diagrams
  242. Section 13.6 Moment Diagrams
  243. Section 13.7 Sections of Maximum Moment
  244. Section 13.8 Moving Loads
  245. Computer Problems
  246. Supplemental Problems
  247. Chapter Fourteen Stresses in Beams
  248. Learning Objectives
  249. 14.1 Tensile and Compressive Stresses Due to Bending
  250. 14.2 The Flexure Formula
  251. 14.3 Computation of Bending Stresses
  252. 14.4 Shear Stresses
  253. 14.5 The General Shear Formula
  254. 14.6 Shear Stresses in Structural Members
  255. 14.7 Inelastic Bending of Beams
  256. 14.8 Beam Analysis
  257. Summary by Section Number
  258. Problems
  259. Section 14.3 Computation of Bending Stresses
  260. Section 14.6 Shear Stresses in Structural Members
  261. Section 14.7 Inelastic Bending of Beams
  262. Section 14.8 Beam Analysis
  263. Computer Problems
  264. Supplemental Problems
  265. Chapter Fifteen Deflection of Beams
  266. Learning Objectives
  267. 15.1 Reasons for Calculating Beam Deflection
  268. 15.2 Curvature and Bending Moment
  269. 15.3 Methods of Calculating Deflection
  270. 15.4 The Formula Method
  271. 15.4.1 The Principle of Superposition
  272. 15.5 The Moment-Area Method
  273. 15.6 Moment Diagram By Parts
  274. 15.7 Applications of the Moment-Area Method
  275. Summary by Section Number
  276. Problems
  277. Section 15.2 Curvature and Bending Moment
  278. Section 15.4 The Formula Method
  279. Section 15.5 The Moment-Area Method
  280. Section 15.6 Moment Diagram by Parts
  281. Section 15.7 Applications of the Moment-Area Method
  282. Computer Problems
  283. Supplemental Problems
  284. Chapter Sixteen Design of Beams
  285. Learning Objectives
  286. 16.1 The Design Process
  287. 16.2 Design of Steel Beams
  288. 16.3 Design of Timber Beams
  289. Summary by Section Number
  290. Problems
  291. Section 16.2 Design of Steel Beams
  292. Section 16.3 Design of Timber Beams
  293. Computer Problems
  294. Supplemental Problems
  295. Chapter Seventeen Combined Stresses
  296. Learning Objectives
  297. 17.1 Introduction
  298. 17.2 Biaxial Bending
  299. 17.3 Combined Axial and Bending Stresses
  300. 17.4 Eccentrically Loaded Members
  301. 17.5 Maximum Eccentricity for Zero Tensile Stress
  302. 17.6 Eccentric Load Not on Centroidal Axis
  303. 17.7 Combined Normal and Shear Stresses
  304. 17.8 Mohr’s Circle
  305. 17.9 Mohr’s Circle: The General State of Stress
  306. 17.9.1 Brief Summary: Mohr’s Circle for General Stress
  307. Summary by Section Number
  308. Problems
  309. Section 17.2 Biaxial Bending
  310. Section 17.3 Combined Axial and Bending Stresses
  311. Section 17.4 Eccentrically Loaded Members
  312. Section 17.5 Maximum Eccentricity for Zero Tensile Stress
  313. Section 17.6 Eccentric Load Not on Centroidal Axis
  314. Section 17.7 Combined Normal and Shear Stresses
  315. Section 17.8 Mohr’s Circle
  316. Section 17.9 Mohr’s Circle: The General State of Stress
  317. Computer Problems
  318. Supplemental Problems
  319. Chapter Eighteen Columns
  320. Learning Objectives
  321. 18.1 Introduction
  322. 18.2 Ideal Columns
  323. 18.3 Effective Length
  324. 18.4 Real Columns
  325. 18.5 Allowable Stresses for Columns
  326. 18.6 Axially Loaded Structural Steel Columns (AISC)
  327. 18.7 Axially Loaded Steel Machine Parts
  328. 18.8 Axially Loaded Timber Columns
  329. Summary by Section Number
  330. Problems
  331. Section 18.2 Ideal Columns
  332. Section 18.4 Real Columns
  333. Section 18.6 Axially Loaded Structural Steel Columns (AISC)
  334. Section 18.7 Axially Loaded Steel Machine Parts
  335. Section 18.8 Axially Loaded Timber Columns
  336. Computer Problems
  337. Supplemental Problems
  338. Chapter Nineteen Connections
  339. Learning Objectives
  340. 19.1 Introduction
  341. 19.2 Bolts and Bolted Connections (AISC)
  342. 19.3 Modes of Failure of a Bolted Connection
  343. 19.4 High-Strength Bolted Connections
  344. 19.4.1 Shear Strength
  345. 19.4.2 Bearing Strength
  346. 19.4.3 Tensile Strength
  347. 19.5 Introduction to Welding
  348. 19.6 Strength and Behavior of Welded Connections (AISC)
  349. Summary by Section Number
  350. Problems
  351. Section 19.4 High-Strength Bolted Connections
  352. Section 19.6 Strength and Behavior of Welded Connections (AISC)
  353. Computer Problems
  354. Supplemental Problems
  355. Chapter Twenty Pressure Vessels
  356. Learning Objectives
  357. 20.1 Introduction
  358. 20.2 Stresses in Thin-Walled Pressure Vessels
  359. 20.3 Joints in Thin-Walled Pressure Vessels
  360. 20.4 Design and Fabrication Considerations
  361. Summary by Section Number
  362. Problems
  363. Section 20.2 Stresses in Thin-Walled Pressure Vessels
  364. Section 20.3 Joints in Thin-Walled Pressure Vessels
  365. Computer Problems
  366. Supplemental Problems
  367. Chapter Twenty One Statically Indeterminate Beams
  368. Learning Objectives
  369. 21.1 Introduction
  370. 21.2 Restrained Beams
  371. 21.3 Propped Cantilever Beams
  372. 21.4 Fixed Beams
  373. 21.5 Continuous Beams: Superposition
  374. 21.6 The Theorem of Three Moments
  375. Summary by Section Number
  376. Problems
  377. Section 21.3 Propped Cantilever Beams
  378. Section 21.4 Fixed Beams
  379. Section 21.5 Continuous Beams: Superposition
  380. Section 21.6 The Theorem of Three Moments
  381. Supplemental Problems
  382. Appendices
  383. Appendices Notes
  384. Appendix A Selected W Shapes: Dimensions and Properties
  385. Appendix B Selected Pipes: Dimensions and Properties
  386. Appendix C Selected Channels: Dimensions and Properties
  387. Appendix D Selected Angles: Properties for Designing
  388. Appendix E Properties of Structural Timber
  389. Appendix F Design Values for Timber Construction
  390. Appendix G Typical Average Properties of Some Common Materials
  391. Appendix H Beam Diagrams and Formulas
  392. Appendix I Steel Beam Selection Table (Z x )
  393. Appendix J Steel Beam Selection Table (Ix)
  394. Appendix K Centroids of Areas by Integration
  395. Appendix L Area Moments of Inertia by Integration
  396. Notation
  397. Symbols
  398. Abbreviations
  399. Greek Letter Symbols
  400. Answers to Selected Problems