ISBN: Ostalo
Godina izdanja: 1953
Jezik: Engleski
Oblast: Mehanika
Autor: Strani

Chu-Kia Wang - Statically Indeterminate Structures
McGraw-Hill Publishing, 1953
424 str.
tvrdi povez
stanje: vrlo dobro

CHAPTER 1 : GENERAL INTRODUCTION
CHAPTER 2 : DEVELOPMENT OF BEAMS AND PORTIONS STATICLY DETERMINED
CHAPTER 3 : DEVELOPMENT DEFINITIONS OF STAGES
CHAPTER 4 : ANALYSIS OF BEAMS AND PORCHES STATICLY UNDETERMINED BY THE METHOD OF CONSISTENT DEFORMATION
CHAPTER 5 : ANALYSIS OF STAGES STATICALLY UNDETERMINED BY THE METHOD OF CONSISTENT DEFORMATION
CHAPTER 6 : THE EQUATION OF THE THREE MOMENTS
CHAPTER 7 : THE METHOD OF THE PENDING DEFLEXION
CHAPTER 8 : THE METHOD OF THE DISTRIBUTION OF MOMENTS
CHAPTER 9 : THE METHOD OF THE ANALOGUE COLUMN
CHAPTER 10 : FIXED ARC ANALYSIS
CHAPTER 11 : SECONDARY EFFORTS IN CERES WITH RIGID POINTS
CHAPTER 12 : COMPOSITE STRUCTURES


Engineering

The basic principles and methods in the analysis of statically indeterminate structures.

CONTENTS
Preface.
CHAPTER L. General Introduction
1. Statically Determinate Structures vs. Statically Indeterminate Structures.
2. Conditions of Geometry.
3. The Method of Consistent Deformation
4. Other Methods of Analysis
CHAPTER II. Deflection of Statically Determinate Beams and Frames
5. Common Methods
6. The Unit-load Method-Derivation of Basie Formula
7. The Unit-load Method-Application to Beam Deflections; Examples 1 to 6.
8. The Unit-load Method-Application to Rotation of Beams; Examples 7 to 12.
9. Castigliano`s Theorem Derivation
10. Use of Castigliano`s Theorem to Find Beam Deflections or Rotations; Examples 13 and 14.
11. The Unit-lond Method-Application to Deflections and Rotations of Frames; Examples 15 and 16
12. Deflections and Rotations of Statically Determinate Frames Due to Movements of Supports.
13. The Moment-area Method-Derivation of Theorems
14. The Moment-area Method Application to Beam Deflections and Rotations; Examples 17 to 20
15. Special Case of Moment-ares Method-the Conjugate-beam Method; Examples 21 and 22.
16. The Moment-area Method-Application to Deflections and Rotations of Frames; Examples 23 and 24
CHAPTER III. Deflection of Statically Determinate Trusses.
17. Names of Methods
18. The Unit-load Method; Examples 25 to 29
19. The Angle-weights Method; Example 30
20. The Joint-displacements Method; Example 31
21. The Graphical Method; Example 32
CHAPTER IV. Analysis of Statically Indeterminate Beams
and Frames by the Method of Consistent Deformation.
22. The Method of Consistent Deformation
23. Analysis of Statically Indeterminate Beams by the Method of Consistent Deformation; Examples 33 to 35
24. The Law of Reciprocal Deflections; Examples 36 and 37
25. The Theorem of Least Work; Examples 38 and 39
26. Induced Reactions on Statically Indeterminate Beams Due to Yielding of Supports; Example 40
27. Analysis of Statically Indeterminate Frames by the Method of Consistent Deformation; Example 41 and 42
28. Induced Reactions on Statically Indeterminate Frames Due to Yielding of Supports; Example 43.
CHAPTER V Analysis of Statically Indeterminate Trusses by the Method of Consistent Deformation
29. Trusses Statically Indeterminate Because of External Redundant Reactions; Examples 44 and 45
30. Trusses Statically Indeterminate Because of Internal Redundant Members; Examples 46 and 47
31. Statically Indeterminate Trusses with Both External and Internal Redundants; Example 18
32. Induced Resections on Statically Indeterminate Trusses Due to Yielding of Supports; Example 49
CHAPTER VI. The Three-moment Equation
33. The Three-moment Equation-Derivation
34. Application of the Three-moment Equation to the Analysis of Statically Indeterminate Beams; Examples 50 to 53
CHAPTER VII. The Slope-deflection Method
35. General Description of the Slope-deflection Method.
36. Derivation of the Slope-deflection Equations.
37. Application of the Slope-deflection Method to the Analysis of Statically Indeterminate Bearna; Examples 54 and 55
38. Slope-deflection Equations for Members Which Are Subjected to Applied Loadings and Unequal Movements of End Joints in the Direction Perpendicular to the Axis of the Member
39. Analysis of Statically Indeterminate Beams Due to Yielding of Supports; Examples 56 and 67
40. Application of the Slope-deflection Method to the Analysis of Statically Indeterminate Frames. Case 1-without Joint Movements; Examples 68 το 60
41. Application of the Slope-deflection Method to the Analysis of Statically Indeterminate Frames. Case II-with Joint Movements; Examples 61 to 64.
42. Analysis of Statically Indeterminate Frames Due to Yielding of Supports; Example 65
43. Analysis of Gable Frames by the Slope-deflection Method; Examples 66 and 67
44. Slope-deflection Equations for Members with Variable Cross Sections; Examples 65 and 60
CHAPTER VIII. The Moment-distribution Method
45. General Description of the Moment-distribution Method
46. Application of the Moment-distribution Method to the Analysis of Statically Indeterminate Beams; Examples 70 and 71
47. Check on Moment Distribution
48. Stiffness Factor at the Near End of a Member When the Far End in Hinged
49. Analysis of Statically Indeterminate Beams Due to Yielding of Supports; Examples 72 and 73
50. Application of the Moment-distribution Method to the Analysis of Statically Indeterminate Frames. Case 1-without Joint Movements; Examples 74 to 70
51. Application of the Moment-distribution Method to the Analysis of Statically Indeterminate Frames. Case II with Joint Movements; Examples 77 to 80
52. Analysis of Statically Indeterminate Frames Due to Yielding of Supports; Example 81
53. Analysis of Gable Frames by the Moment-distribution Method; Examples 82 and 83
54. Stiffness and Carry-over Factors for Members with Variable Crom Sections; Examples 84 and 85
CHAPTER IX. The Method of Column Analogy
55. General Introduction
56. The Method of Column Analogy Applied to Prismatic Members; Examples 86 and 87
57. Stiffness and Carry-over Factors of Prismatic Members
58. The Method of Column Analogy Applied to Straight Members with Variable Cross Sections; Example 88
50. Stiffness and Carry-over Factors of Straight Members with Variable Cross Sections; Example 80
60. The Method of Column Analogy Applied to Qüadrangular Frames with One Axis of Symmetry; Examph. 90
61. The Method of Column Analogy Applied to Closed Frames with One Axis of Symmetry; Example 01
62. Analysis of Gable Frames by the Method of Column Analogy; Examples 92 and 93
63. The Method of Column Analogy Applied to Unsymmetrical Quadrangular Frames; Example 94.
64. The Method of Column Analogy Applied to Unsymmetrical Closed Frames; Example 05.
CHAPTER X. Analysis of Fixed Arches.
65. General Description.
06. The Elastic-center Method vs. the Column-analogy Method
67. Influence Lines for a Symmetrical Fixed Arch; Example 96.
68. Influence Lines for an Unsymmetrical Fixed Arch; Example 97
69. Effects of Temperature, Shrinkage, Rib Shortening, and Foundation Yielding; Examples 98 and 99
CHAPTER XI. Secondary Stresses in Trusses with Rigid Joints
70. General Description
71. Procedure of Determining Secondary Stresses in Trusses with Rigid Joints; Example 100
CHAPTER XII. Composite Structures
72. General Introduction.
73. Analysis of Statically Indeterminate Composite Structures by the Method of Consistent Deformation; Examples 101 to 104
74. Rigid Frames Analysed as `Composite` Structures; Examples 105 and 106
Answers to Exercises
Index


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