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Elastic Beam Calculations Handbook [Kõva köide]

  • Formaat: Hardback, 334 pages, kõrgus x laius x paksus: 254x178x23 mm, kaal: 762 g
  • Ilmumisaeg: 30-Jul-2009
  • Kirjastus: J Ross Publishing
  • ISBN-10: 1604270101
  • ISBN-13: 9781604270105
Teised raamatud teemal:
Elastic Beam Calculations HandbookSuurem pilt
  • Formaat: Hardback, 334 pages, kõrgus x laius x paksus: 254x178x23 mm, kaal: 762 g
  • Ilmumisaeg: 30-Jul-2009
  • Kirjastus: J Ross Publishing
  • ISBN-10: 1604270101
  • ISBN-13: 9781604270105
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9781604270105.html
Märksõnad:
The Elastic Beam Calculations Handbook presents a concise, yet mathematically rigorous treatment of beams based on elastic theory written at a clear technical level in order that practitioners can quickly learn the essentials and apply elastic beam calculations in their work.

This handbook for elastic beam calculations provides practitioners with a "mathematically rigorous treatment of beams" with varying support conditions, material properties and geometric features. Chyu is a registered professional engineer who is a consultant on the design and research of bridges, buildings and special structures, and he includes hundreds of exercises that demonstrate the physical significance of formulas for solving elastic beam problems. Appendices include additional tables for properties, relations, upper and lower bounds and single-span beams. Annotation ©2009 Book News, Inc., Portland, OR (booknews.com)

The Elastic Beam Calculations Handbook presents a concise, yet mathematically rigorous treatment of beams based on elastic theory written at a clear technical level in order that practitioners can quickly learn the essentials and apply elastic beam calculations in their work. This much-needed comprehensive reference covers elastic beams with varying material and section properties, support conditions, span lengths, and other important geometric features. It provides simple and logical presentations of elastic beam problems by addressing each as corollaries of a more general theorem, consequently resulting in numerical work that can be planned and executed with ease, clarity, and optimal results. Structural engineers concerned directly with structural analysis of elastic beam problems will find many examples of useful and neat solutions and the rationale for their validity.
Foreword vii
Preface ix
About the Author xi
Acknowledgments xiii
Basic Theory
1(12)
Universal Guiding Principles
2(2)
Subject-Specific Approaches
4(3)
Mathematical Theorems
7(6)
Simple Beams: An Introduction To The General Approach
13(18)
A Concentrated Force at an Arbitrary Point on the Span
13(2)
Uniform Load
15(3)
Triangular Load on Part of the Span
18(4)
Triangular Load on the Entire Span
22(1)
General Load Intensity Functions and Applications
23(2)
A Concentrated Couple at an Arbitrary Point on the Span
25(1)
The Principle of Superposition and Load Combinations
26(1)
Explorations and Observations
26(5)
Continuous Beams
31(64)
Two-Span Continuous Beams
31(26)
A Concentrated Force at an Arbitrary Point on the Beam
31(4)
An Alternative Approach to the Problem of Concentrated Force
35(3)
Generic Problem, Arbitrary Load, and the Principle of Superposition: A Regression
38(3)
Uniform Load on One Span: General Case
41(3)
Uniform Load on One Span: Special Case with Equal Span Lengths
44(1)
Uniform Load on One Span: Special Case with Constant Material and Section Properties
45(1)
Uniform Load on One Span: Special Case with Constant Material and Geometric Characteristics
46(2)
Triangular Load on One Span: General Case
48(2)
Triangular Load on One Span: Special Case with Equal Span Lengths
50(2)
Triangular Load on One Span: Special Case with Constant Material and Section Properties
52(1)
Triangular Load on One Span: Special Case with Constant Material and Geometric Characteristics
53(3)
A Concentrated Couple at an Arbitrary Point on a Span
56(1)
Three-Span Continuous Beams
57(38)
A Concentrated Force at an Arbitrary Point on an Exterior Span
57(5)
Arbitrarily Distributed Load on an Exterior Span
62(3)
Uniform Load on an Exterior Span
65(3)
An Alternative Treatment of the Problem of Uniform Load on an Exterior Span
68(12)
Triangular Load on an Exterior Span
80(2)
A Concentrated Couple at an Arbitrary Point on an Exterior Span
82(3)
A Concentrated Force at an Arbitrary Point on the Interior Span
85(3)
Uniform Load on the Interior Span
88(3)
Triangular Load on the Interior Span
91(4)
Beams On Elastic Foundations
95(16)
Beams of Infinite Length
95(7)
A Concentrated Force on the Beam
95(3)
Uniform Load on the Beam
98(4)
Beams of Semi-infinite Length
102(9)
A Concentrated Force and Moment Acting at the End of the Beam
102(2)
Uniform Load on the Beam with a Simply Supported End
104(2)
Uniform Load on the Beam with a Fixed End
106(5)
Cantilevers
111(26)
Uniform Load on Part of the Span
111(4)
Triangular Load on Part of the Span
115(3)
General Load Intensity Functions with Applications
118(14)
A Concentrated Couple at an Arbitrary Point on the Span
132(2)
Explorations and Observations
134(3)
Examples of Beam Formulae: Explorations And Commentary
137(182)
Introduction
137(1)
Uniform Load on One Span of a Two-Span Continuous Beam: General Case
137(7)
Triangular Load on One Span of a Two-Span Continuous Beam: General Case
144(8)
A Concentrated Couple at an Arbitrary Point on a Two-Span Continuous Beam: General Case
152(8)
A Concentrated Force at an Arbitrary Point on an Exterior Span of a Three-Span Continuous Beam: General Case
160(14)
Uniform Load on an Exterior Span of a Three-Span Continuous Beam: General Case
174(3)
Triangular Load on an Exterior Span of a Three-Span Continuous Beam: General Case
177(23)
A Concentrated Couple at an Arbitrary Point on an Exterior Span of a Three-Span Continuous Beam: General Case
200(16)
Uniform Load on the Interior Span of a Three-Span Continuous Beam: General Case
216(21)
Triangular Load on the Interior Span of a Three-Span Continuous Beam: General Case
237(16)
A Concentrated Force at an Arbitrary Point on an Exterior Span of a Three-Span Continuous Beam: Constant J
253(3)
A Concentrated Force at an Arbitrary Point on an Exterior Span of a Three-Span Continuous Beam: Constant Span Length
256(3)
Uniform Load on an Exterior Span of a Three-Span Continuous Beam: Constant J
259(3)
Uniform Load on an Exterior Span of a Three-Span Continuous Beam: Constant Span Length
262(4)
Triangular Load on an Exterior Span of a Three-Span Continuous Beam: Constant J
266(2)
Triangular Load on an Exterior Span of a Three-Span Continuous Beam: Constant Span Length
268(6)
A Concentrated Couple at an Arbitrary Point on an Exterior Span of a Three-Span Continuous Beam: Constant J
274(2)
A Concentrated Couple at an Arbitrary Point on an Exterior Span of a Three-Span Continuous Beam: Constant Span Length
276(3)
A Concentrated Force at an Arbitrary Point on the Interior Span of a Three-Span Continuous Beam: Constant J
279(1)
A Concentrated Force at an Arbitrary Point on the Interior Span of a Three-Span Continuous Beam: Constant Span Length
280(2)
Uniform Load on the Interior Span of a Three-Span Continuous Beam: Constant J
282(2)
Uniform Load on the Interior Span of a Three-Span Continuous Beam: Constant Span Length
284(3)
Triangular Load on the Interior Span of a Three-Span Continuous Beam: Constant J
287(2)
Triangular Load on the Interior Span of a Three-Span Continuous Beam: Constant Span Length
289(2)
Two-Span Continuous Beam with Symmetry
291(2)
Four-Span Continuous Beam with Symmetry
293(1)
Principle of Superposition
294(1)
Possible Direction for Future Work
294(5)
APPENDICES
Some Properties of Ej - aEk
299(4)
Some Relations Among Ej (j = 2, 3, 4, 5)
303(4)
Proof of S < 0: Upper and Lower Bounds for the Entity S in Section 6.22
307(2)
Upper and Lower Bounds for T in Section 6.22
309(2)
Upper and Lower Bounds for R4 in Section 6.23
311(2)
Single-Span Beams with a Fixed End and a Simply Supported End
313(6)
Index 319
Dr. Jih-Jiang Chyu, P.E., Fellow ASCE, Member NYAS, holding MS and Eng. Sc. D. Degrees in Civil Engineering and Engineering Mechanics from Columbia University, is a registered professional engineer with four decades of professional experience in both consulting engineering encompassing design and research of bridges, buildings, and special structures in addition to teaching engineering and mathematics. Dr. Chyu has been an active participant of ASCE programs over the course of his career.