Mechanics of materials. (Record no. 22523)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 07516nam a2200181Ia 4500 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9812548947 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 620.1 |
| Item number | PYT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Pytel, Andrew |
| 245 ## - TITLE STATEMENT | |
| Title | Mechanics of materials. |
| Medium | Book |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Australia |
| Name of publisher, distributor, etc | Thomson |
| Date of publication, distribution, etc | 2003 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xiv, 545p. |
| 500 ## - GENERAL NOTE | |
| General note | Contents CHAPTER 1 Stress 1 1.1 Introduction 1 1.2 Analysis of Internal Forces; Stress 2 1.3 Axially Loaded Bars 4 a. Centroidal (axial) loading 4 b. Saint Venant's principle 5 c. Stresses on inclined planes 6 d. Procedure for stress analysis 7 1.4 Shear Stress 17 1.5 Bearing Stress18 CHAPTER 2 Straw 29 2.1Introduction 29 2.2 Axial Deformation; Stress-Strain Diagram 30 a. Normal (axial) strain 30 b. Tension test 31 c. Working stress and factor of safety 34 2.3 Axially Loaded Bars 34 2.4 Generalized Hooke's Law 44 a. Uniaxial loading; Poisson's ratio 44 b. Multiaxial loading 44 c. Shear loading 45 2.5 Statically Indeterminate Problems 51 2.6 Thermal Stresses 60 CHAPTER 3 Torsion 73 3.1Introduction 73 3.2 Torsion of Circular Shafts 74 a. Simplifying assumptions 74 b. Compatibility 75 c. Equilibrium 75 d. Torsion formulas 76 e. Power transmission 77 f. Statically indeterminate problems 78 3.3 Torsion of Thin-Walled Tubes 88 CHAPTER 4 Shear and Moment in Beams 99 4.1Introduction 99 4.2 Supports and Loads100 4.3 Shear-Moment Equations and Shear-Moment Diagrams101 a. Sign conventions101 b. Procedure for determining shear force and bending moment diagrams102 4.4 Area Method for Drawing Shear-Moment Diagrams111 a. Distributed loading112 b. Concentrated forces and couples114 c. Summary116 4.5 Moving Loads125 CHAPTER 5 Stresses in Beams 135 5.1Introduction135 5.2Bending Stress136 a. Simplifying assumptions 136 b. Compatibility137 c. Equilibrium138 d. Flexure formula; section modulus139 e. Procedures for determining bending stresses 140 5.3Economic Sections154 a. Standard structural shapes155 b. Procedure for selecting standard shapes156 5.4 Shear Stress in Beams160 a. Analysis of Flexure Action160 b. Horizontal shear stress161 c. Vertical shear stress163 d. Discussion and limitations of the shear stress formula163 e. Rectangular and wide-flange sections 164 f. Procedure for analysis of shear stress 165 5.5Design for Flexure and Shear173 5.6Design of Fasteners in Built-up Beams180 CHAPTER 6 Deflection of Beams 191 6.1Introduction191 6.2Double-Integration Method192 a. Differential equation of the elastic curve192 b. Double integration of the differential equation194 c. Procedure for double integration194 6.3Double Integration Using Bracket Functions205 *6.4Moment-Area Method215 a. Moment-area theorems 216 b. Bending moment diagrams by parts218 c. Application of the moment-area method221 6.5Method of Superposition231 CHAPTER 7 Statically Indeterminate Beams 243 7.1Introduction243 7.2Double-Integration Method 244 7.3Double Integration Using Bracket Functions250 *7.4Moment-Area Method254 7.5Method of Superposition260 CHAPTER 8 Stresses Due to Combined Loads 271 8.1 Introduction271 8.2 Thin-Walled Pressure Vessels272 a. Cylindrical vessels272 b. Spherical vessels274 8.3 Combined Axial and Lateral Loads278 8.4 State of Stress at a Point (Plane Stress)289 a. Reference planes 289 b. State of stress at a point290 c. Sign convention and subscript notation290 8.5 Transformation of Plane Stress 291 a. Transformation equations 291 b. Principal stresses and principal planes293 c. Maximum in-plane shear stress 294 d. Summary of stress transformation procedures295 8.6 Mohr's Circle for Plane Stress 301 a. Construction of Mohr's circle 302 b. Properties of Mohr's circle303 c. Verification of Mohr's circle 304 8.7 Absolute Maximum Shear Stress 310 a. Plane state of stress 311 b. General state of stress312 8.8 Applications of Stress Transformation to Combined Loads315 8.9 Transformation of Strain; Mohr's Circle for Strain 325 '' a. Review of strain 326 b. Transformation equations for plane strain327 c. Mohr's circle for strain328 8.10The Strain Rosette333 a. Strain gages333 b. Strain rosette 334 c. The 45 strain rosette335 d. The 60 strain rosette335 8.11Relationship Between Shear Modulus and Modulus of Elasticity337 CHAPTER 9 Composite Beams 343 9.1Introduction343 9.2Flexure Formula for Composite Beams 34 9.3Shear Stress and Deflection in Composite Beams349 a. Shear stress 349 b. Deflection 350 9.4Reinforced Concrete Beams353 a. Analysis354 b. Balanced-stress reinforcement355 CHAPTER 10 Columns 363 10.1Introduction363 10.2Critical Load364 a. Definition of critical load 364 b. Euler's formula365 10.3 Discussion of Critical Loads 367 10.4 Design Formulas for Intermediate Columns 372 a. Tangent modulus theory 372 b. AISC column specifications 373 10.5 Eccentric Loading: Secant Formula 378 a. Derivation of the secant formula 379 b. Application of the secant formula 380 CHAPTER 11 Additional Beam Topics 389 11.1 Introduction 389 11.2 Shear Flow in Thin-Walled Beams 390 11.3 Shear Center 392 11.4 Unsymmetrical Bending 399 a. Review of symmetrical bending 399 b. Symmetrical sections 400 c. Inclination of the neutral axis 401 d. Unsymmetrical sections 402 11.5 Curved Beams 407 a. Background 407 b. Compatibility 408 c. Equilibrium 409 d. Curved beam formula 410 CHAPTER 12 Special Topics 417 12.1 Introduction 417 12.2 Energy Methods 418 a. Work and strain energy 418 b. Strain energy of bars and beams 418 c. Deflections by Castigliano's theorem 420 12.3 Dynamic Loading 429 a. Assumptions 429 b. Mass-spring model 430 c. Elastic bodies 431 d. Modulus of resilience; modulus of toughness 431 12.4 Theories of Failure 436 a. Brittle materials 437 b. Ductile materials 438 12.5 Stress Concentration 444 12.6 Fatigue under Repeated Loading 450 CHAPTER 13 Inelastic Action 455 13.1 Introduction 455 13.2 Limit Torque 456 13.3 Limit Moment 458 13.4Residual Stresses 463 a. Loading-unloading cycle 463 b. Torsion 463 c. Bending 464 d. Elastic spring-back 465 13.5Limit Analysis 469 a. Axial loading 469 b. Torsion 470 c. Bending 471 APPENDIX A Review of Properties of Plane Areas 479 A. 1First Moments of Area; Centroid 479 A.2Second Moments of Area 480 a. Moments and product of inertia 480 b. Parallel-axis theorems 481 c. Radii of gyration 483 d. Method of composite areas 483 A. 3 Transformation of Second Moments of Area 492 a. Transformation equations for moments and products of inertia492 b. Comparison with stress transformation equations 493 c. Principal moments of inertia and principal axes 493 d. Mohr's circle for second moments of area 494 APPENDIX B Tables 501 B. 1 Average Physical Properties of Common Metals502 B.2 Properties of Wide-Flange Sections (W-Shapes): SI Units504 B.3 Properties of I-Beam Sections (S-Shapes):SI Units 510 B.4 Properties of Channel Sections:SI Units 511 B.5 Properties of Equal Angle Sections:SI Units512 B.6 Properties of Unequal Angle Sections:SI Units514 B.7 Properties of Wide-Flange Sections (W-Shapes): U.S. Customary Units 516 B.8 Properties of I-Beam Sections (S-Shapes):U.S. Customary Units524 B.9 Properties of Channel Sections: U.S. Customary Units 526 B. 10 Properties of Equal and Unequal Angle Sections: U.S. Customary Units 527 Answers to Even-Numbered Problems 531 Photo Credits 538 Index 539 *Indicates optional articles. |
| 600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 39439 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Kiusalaas, Jaan |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | FT |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Cost, normal purchase price | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date last borrowed | Price effective from | Koha item type | Public note |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 16/11/2007 | Books India | 295.00 | 3 | 1 | 620.1 PYT | 003591 | 25/09/2024 | 09/09/2024 | 30/08/2013 | Book | Status:Catalogued;Bill No:37190 |