Strength of materials. Part.1 (Record no. 38105)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 07047 a2200157 4500 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 8123910304 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 620.112 |
| Item number | TIM |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Timoshenko, Stephen |
| 245 ## - TITLE STATEMENT | |
| Title | Strength of materials. Part.1 |
| Remainder of title | elementary theory and prblems |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | New Delhi |
| Name of publisher, distributor, etc | CBS Pub. and dist. pvt. ltd. |
| Date of publication, distribution, etc | 2002 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xiv,442p. |
| 500 ## - GENERAL NOTE | |
| General note | CONTENTS<br/>TENSION AND COMPRESSION WITHIN THE ELASTIC LIMIT 1<br/>1. Elasticity ................... 1<br/>2. Hooke'sLaw ................. 2<br/>3. The Tensile Test Diagram ........... 6<br/>4. Working Stress ................ 8<br/>5. Stress and Strain Produced in a Bar by Its Own<br/>Weight ................... 14<br/>6. Statically Indeterminate Problems in Tension and<br/>Compression ................ 20<br/>7. Assembly and Thermal Stresses ......... 26<br/>8. Extension of a Circular Ring .......... 31<br/>II. ANALYSIS OF STRESS AND STRAIN .......... 37<br/>9. Stress on Inclined Planes for Simple Tension and<br/>Compression ................ 37<br/>10. Mohr's Circle ................. 40<br/>11. Tension or Compression in Two Perpendicular Di¬rections 44<br/>12. Mohr's Circle for Combined Stresses ....... 46<br/>13. Principal Stresses ............... 49<br/>14. Lateral Contraction .............. 53<br/>15. Strain in the1 Case of Tension or Compression in Two<br/>Perpendicular Directions ........... 54<br/>16. Pure Shear. Modulus in Sheai- ......... 57<br/>17. Working Stresses in Shear ........... 62<br/>18. Tension or Compression in Three Perpendicular Di¬rections 65<br/>III. BENDING MOMENT AND SHEARING FORCE ....... 70<br/>19. Types of Beams ................ 70<br/>20. Bending Moment and Shearing Force ...... 72<br/>21. Relation between Bending Moment and Shearing Force 76<br/>22. Bending Moment and Shearing Force Diagrams . .78<br/>IV. STRESSES IN LATERALLY LOADED SYMMETRICAL BEAMS . 92<br/>23. Pure Bending ................. 92<br/>24. Various Shapes of Cross Sections of Beams 100<br/>25. General Case of Laterally Loaded Symmetrical Beams ....... 105<br/>26. Shearing Stresses in Bending .......... 113<br/>27. Distribution of Shearing Stresses in the Case of a Circular Cross Section ............ 120<br/>28. Shearing Stresses in I Beams .......... 122<br/>29. Principal Stresses in Bending .......... 125<br/>30. Stresses in Built-up Beams ........... 130<br/>V. DEFLECTION OF LATERALLY LOADED SYMMETRICAL BEAMS ................... 137<br/>31. Differential Equation of the Deflection Curve . . 137<br/>32. Bending of a Uniformly Loaded Beam ...... 140<br/>33. Deflection of a Simply Supported Beam Loaded by a<br/>Concentrated Load ........143<br/>34. Determination of Deflections by the Use of the Bending Moment Diagram. Area-Moment Method 147<br/>35. Deflection of a Cantilever Beam by the Area-Mo¬ment Method ................ 149<br/>36. Deflection of a Simply Supported Beam by the Area-Moment Method .....154<br/>37. Method of Superposition ............ 162<br/>38. TKe Deflection of Beams with Overhangs ..... 167<br/>39. Effect of Shearing Force on the Deflection of Beams 170<br/>VI. STATICALLY INDETERMINATE PROBLEMS IN BENDING . . 176<br/>40. Redundant Constraints ............. 176<br/>41. Beam Built In at One End and Supported at the Other 179<br/>42. Beam with Both Ends Built In ......... 186<br/>43. Frames .................... 190<br/>44. Beams on Three Supports ........... 198<br/>45. Continuous Beams ............... 202<br/>VII. SYMMETRICAL BEAMS OF VARIABLE CROSS SECTION.<br/>BEAMS OF Two MATERIALS .......... 210<br/>46. Beams of Variable Cross Section . ........ 210<br/>47. Symmetrical Beams of Two Different Materials . 217<br/>48. Reinforced-Concrete Beams ........... 221<br/>49. Shearing Stresses in Reinforced-Concrete Beams . . 225<br/>VIII. BENDING OF BEAMS IN A PLANE WHICH Is NOT A PLANE OF SYMMETRY . 227<br/>50. Pure Bending in a Plane Which Is Not a, Plane of<br/>Symmetry ................. 227<br/>51. Bending of Beams Having Two Planes of Symmetry 233<br/>52. Bending of Beams in a Principal Plane Which Is<br/>Not a Plane of Symmetry .......... 235<br/>IX. COMBINED BENDING AND AXIAL LOAD. THEORY OF<br/>COLUMNS .................. 245<br/>53. Bending Accompanied by Tension or Compression . 245<br/>54. Eccentric Loading of a Short Strut ....... 249<br/>55. The Core of a Section ............. 254<br/>56. Eccentric Compression of a Slender Symmetrical<br/>Column ............... . . . 258<br/>57. Critical Load ................. 263<br/>58. Critical Stress; Design of Columns ........ 268<br/>59. Design of Columns on the Basis of Assumed Inac¬curacies . 274<br/>60. Empirical Formulas for Column Design ..... 277<br/>X. TORSION AND COMBINED BENDING AND TORSION ... 281<br/>61. Torsion of a Circular Shaft ........... 281<br/>62. Torsion of a Hollow Shaft ........... 287<br/>63. Shaft of Rectangular Cross Section ....... 289<br/>64. Helical Spring, Close Coiled ........... 290<br/>65. Combined Bending and Torsion of Circular Shafts . 295<br/>XI. STRAIN ENERGY AND IMPACT . . . \-^.'. ...... 301<br/>66. Elastic Strain Energy in Tension ........ 301<br/>67. Tension Produced by Impact .......... 305<br/>68. Elastic Strain Energy in Shear and Torsion .... 312<br/>69. Elastic Strain Energy in Bending .... . . . . 316<br/>70. Deflection Produced by Impact ......... 320<br/>71. The General Expression for Strain Energy .... 325<br/>72. The Theorem of Castigliano . .......... 328<br/>73. Deflection of Trusses. ............. 335<br/>74. Application of Castigliano Theorem in Solution of<br/>Statically Indeterminate Problems ....... 340<br/>75. The Reciprocal Theorem ............ 351<br/>76. Exceptional Cases . . ... .......... 359<br/>XII. CURVED BARS .................. 362<br/>77. Pure Bending of Curved Bars .......... 362<br/>78. Bending of Curved Bars by.Fofces Acting in the<br/>Plane of Symmetry ............. 366<br/>79. Particular Cases of Curved Bars ......... 368<br/>80. Deflection of Curved Bars ........... 378<br/>81. Arch Hinged at the Ends ............ 394.<br/>82. Stresses in a Flywheel ............ . 398<br/>83. Deflection Curve for a Bar with a Circular Center<br/>Line .................... 401<br/>84. Bending of Curvetl Tubes. ........... 405<br/>85. Bending of a Curved Bar Out of Its Plane of Initial<br/>Curvature ........... 410<br/>APPENDIX A<br/>MOMENTS OF INERTIA OF PLANE AREAS ........ 417<br/>I. The Moment of Inertia of a Plane Area with Respect to<br/>an Axis in Its Plane ............. 417<br/>II. Polar Moment of Inertia of a Plane Area ....... 420<br/>III. Parallel-Axis Theorem ............... 422<br/>IV. Product of Inertia. Principal Axes ......... 423<br/>V. Change of Direction of Axes. Determination of the<br/>Principal Axes ................ 425<br/>APPENDIX E<br/>TABLES OF STRUCTURAL SHAPES ........... 429<br/>AUTHOR INDEX ..................... 435<br/>SUBJECT INDEX ..................... 437<br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/> |
| 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 | Copy number | Cost, replacement price | Price effective from | Koha item type | Public note |
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| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 28/11/2013 | Flipkart.com | 175.00 | 6 | 2 | 620.112 TIM | 011809 | 04/11/2023 | 02/11/2023 | 1 | 207.00 | 28/11/2013 | Book | Bill No. BIL20131100150444 Dt.25/11/2013 |