Theory of structures /:
Gespeichert in:
| Hauptverfasser: | , , |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Pulau Pinang :
Penerbit USM,
[2013]
|
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Beschreibung: | 1 online resource |
| Bibliographie: | Includes bibliographical references and index. |
| ISBN: | 9789838617222 9838617229 9838615676 9789838615679 9781523116638 1523116633 |
Internformat
MARC
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| 100 | 1 | |a Majid, Taksiah A., |e author. | |
| 245 | 1 | 0 | |a Theory of structures / |c Taksiah A. Majid, Choong Kok Keong, Mustafasanie M. Yussof. |
| 264 | 1 | |a Pulau Pinang : |b Penerbit USM, |c [2013] | |
| 264 | 4 | |c ©2013 | |
| 300 | |a 1 online resource | ||
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| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 347 | |a data file | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Online resource; title from PDF title page (ebrary, viewed January 25, 2016). | |
| 505 | 0 | |a Cover Page; Half Title Page; Title Page; Copyright Page; Contents; Preface; Chapter 1 Basic Concept of Structural Analysis; 1.1 Introduction; 1.2 Objectives; 1.3 Types of Structures; 1.4 Types of Supports; 1.5 Reaction Forces; 1.6 Equation of Equilibrium; 1.7 Free Body Diagram; 1.8 Statical Determinacy; 1.9 Computation of Reactions Using Equations of Equilibrium; Excercises; Chapter 2 Analysis of Plane Trusses; 2.1 Introduction; 2.2 Objectives; 2.3 Common Types of Trusses; 2.4 Classification of Plane Trusses; 2.5 Determinacy and Stability of Plane Trusses. | |
| 505 | 8 | |a 2.6 Sign Convention and Member Forces Representation2.7 Method of Joints; 2.7.1 Identification of zero-force members; 2.8 Method of Sections; 2.8.1 Procedure of analysis; 2.9 Introduction to Other Types of Planar Structures; 2.9.1 Planar trusses: Compound and complex; 2.9.2 Space trusses; Exercises; Chapter 3 Analysis of Statically Determinate Beams and Frames; 3.1 Introduction; 3.2 Objectives; 3.3 Internal Forces in Beams; 3.4 Sign Convention and Computation of Shear Force and Bending Moment; 3.5 Shear Force and Bending Moment Diagrams for Beams; 3.5.1 Characteristics of SFD and BMD. | |
| 505 | 8 | |a 3.5.2 Qualitative deflected shape3.6 Frame; 3.7 Statical Determinacy of Frames; 3.8 Analysis of Plane Frames; Excercises; Chapter 4 Analysis of Cables; 4.1 Introduction; 4.2 Objectives; 4.3 Scope of Analysis; 4.4 Types of Cables; 4.5 Symmetrical Cable Subjected to Uniformly Distributed Load; 4.6 Forces in Cables Subjected to Uniformly Distributed Load; 4.7 Asymmetrical Cable Subjected to Uniformly Distributed Load; 4.8 Length of Cables; 4.8.1 Cables loaded with point loads; 4.8.2 Symmetrical cables; 4.8.3 Asymmetrical cables; 4.9 Support Conditions; Excercises. | |
| 505 | 8 | |a Chapter 5 Analysis of Three-Hinged Arch5.1 Introduction; 5.2 Objectives; 5.3 Comparison Between a Beam and Arch; 5.3.1 Advantage of the arch; 5.4 Determinate and Indeterminate Arches; 5.5 Equation of a Parabolic Arch; 5.6 The Bending Moment in the Arch Rib; 5.7 The Thrust and Shear Force in the Arch Rib; Exercises; Chapter 6 Deflection; 6.1 Introduction; 6.2 Objectives; 6.3 Elastic-Beam Theory; 6.4 Direct Integration Method; 6.5 Moment-Area Method; 6.6 Conjugate Beam Method; 6.6.1 Conjugate beam support; 6.6.2 Procedure for analysis; Excercises; Chapter 7 Influence Lines; 7.1 Introduction. | |
| 505 | 8 | |a 7.2 Objectives7.3 Influence Lines; 7.3.1 Quantitative influence lines; 7.3.2 Qualitative influence lines; 7.4 Maximum Shear Force and Bending Moment at Sections in Beams; 7.4.1 Concentrated force; 7.4.2 A series of concentrated load; 7.4.3 Distributed load; Excercises; Bibliography; The Authors; Index. | |
| 650 | 0 | |a Structural engineering. |0 http://id.loc.gov/authorities/subjects/sh85129198 | |
| 650 | 0 | |a Structural design. |0 http://id.loc.gov/authorities/subjects/sh85129194 | |
| 650 | 6 | |a Technique de la construction. | |
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| 650 | 7 | |a structural engineering. |2 aat | |
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| 650 | 7 | |a Structural design |2 fast | |
| 650 | 7 | |a Structural engineering |2 fast | |
| 655 | 4 | |a Electronic book. | |
| 700 | 1 | |a Keong, Choong Kok, |e author. | |
| 700 | 1 | |a Yussof, Mustafasanie M., |e author. | |
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Datensatz im Suchindex
| DE-BY-FWS_katkey | ZDB-4-EBA-ocn959539151 |
|---|---|
| _version_ | 1816882363217477632 |
| adam_text | |
| any_adam_object | |
| author | Majid, Taksiah A. Keong, Choong Kok Yussof, Mustafasanie M. |
| author_facet | Majid, Taksiah A. Keong, Choong Kok Yussof, Mustafasanie M. |
| author_role | aut aut aut |
| author_sort | Majid, Taksiah A. |
| author_variant | t a m ta tam c k k ck ckk m m y mm mmy |
| building | Verbundindex |
| bvnumber | localFWS |
| callnumber-first | T - Technology |
| callnumber-label | TA633 |
| callnumber-raw | TA633 .M35 2013eb |
| callnumber-search | TA633 .M35 2013eb |
| callnumber-sort | TA 3633 M35 42013EB |
| callnumber-subject | TA - General and Civil Engineering |
| collection | ZDB-4-EBA |
| contents | Cover Page; Half Title Page; Title Page; Copyright Page; Contents; Preface; Chapter 1 Basic Concept of Structural Analysis; 1.1 Introduction; 1.2 Objectives; 1.3 Types of Structures; 1.4 Types of Supports; 1.5 Reaction Forces; 1.6 Equation of Equilibrium; 1.7 Free Body Diagram; 1.8 Statical Determinacy; 1.9 Computation of Reactions Using Equations of Equilibrium; Excercises; Chapter 2 Analysis of Plane Trusses; 2.1 Introduction; 2.2 Objectives; 2.3 Common Types of Trusses; 2.4 Classification of Plane Trusses; 2.5 Determinacy and Stability of Plane Trusses. 2.6 Sign Convention and Member Forces Representation2.7 Method of Joints; 2.7.1 Identification of zero-force members; 2.8 Method of Sections; 2.8.1 Procedure of analysis; 2.9 Introduction to Other Types of Planar Structures; 2.9.1 Planar trusses: Compound and complex; 2.9.2 Space trusses; Exercises; Chapter 3 Analysis of Statically Determinate Beams and Frames; 3.1 Introduction; 3.2 Objectives; 3.3 Internal Forces in Beams; 3.4 Sign Convention and Computation of Shear Force and Bending Moment; 3.5 Shear Force and Bending Moment Diagrams for Beams; 3.5.1 Characteristics of SFD and BMD. 3.5.2 Qualitative deflected shape3.6 Frame; 3.7 Statical Determinacy of Frames; 3.8 Analysis of Plane Frames; Excercises; Chapter 4 Analysis of Cables; 4.1 Introduction; 4.2 Objectives; 4.3 Scope of Analysis; 4.4 Types of Cables; 4.5 Symmetrical Cable Subjected to Uniformly Distributed Load; 4.6 Forces in Cables Subjected to Uniformly Distributed Load; 4.7 Asymmetrical Cable Subjected to Uniformly Distributed Load; 4.8 Length of Cables; 4.8.1 Cables loaded with point loads; 4.8.2 Symmetrical cables; 4.8.3 Asymmetrical cables; 4.9 Support Conditions; Excercises. Chapter 5 Analysis of Three-Hinged Arch5.1 Introduction; 5.2 Objectives; 5.3 Comparison Between a Beam and Arch; 5.3.1 Advantage of the arch; 5.4 Determinate and Indeterminate Arches; 5.5 Equation of a Parabolic Arch; 5.6 The Bending Moment in the Arch Rib; 5.7 The Thrust and Shear Force in the Arch Rib; Exercises; Chapter 6 Deflection; 6.1 Introduction; 6.2 Objectives; 6.3 Elastic-Beam Theory; 6.4 Direct Integration Method; 6.5 Moment-Area Method; 6.6 Conjugate Beam Method; 6.6.1 Conjugate beam support; 6.6.2 Procedure for analysis; Excercises; Chapter 7 Influence Lines; 7.1 Introduction. 7.2 Objectives7.3 Influence Lines; 7.3.1 Quantitative influence lines; 7.3.2 Qualitative influence lines; 7.4 Maximum Shear Force and Bending Moment at Sections in Beams; 7.4.1 Concentrated force; 7.4.2 A series of concentrated load; 7.4.3 Distributed load; Excercises; Bibliography; The Authors; Index. |
| ctrlnum | (OCoLC)959539151 |
| dewey-full | 624.1 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1 |
| dewey-search | 624.1 |
| dewey-sort | 3624.1 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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| genre | Electronic book. |
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| id | ZDB-4-EBA-ocn959539151 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:27:25Z |
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| isbn | 9789838617222 9838617229 9838615676 9789838615679 9781523116638 1523116633 |
| language | English |
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| publisher | Penerbit USM, |
| record_format | marc |
| spelling | Majid, Taksiah A., author. Theory of structures / Taksiah A. Majid, Choong Kok Keong, Mustafasanie M. Yussof. Pulau Pinang : Penerbit USM, [2013] ©2013 1 online resource text txt rdacontent computer c rdamedia online resource cr rdacarrier data file Includes bibliographical references and index. Online resource; title from PDF title page (ebrary, viewed January 25, 2016). Cover Page; Half Title Page; Title Page; Copyright Page; Contents; Preface; Chapter 1 Basic Concept of Structural Analysis; 1.1 Introduction; 1.2 Objectives; 1.3 Types of Structures; 1.4 Types of Supports; 1.5 Reaction Forces; 1.6 Equation of Equilibrium; 1.7 Free Body Diagram; 1.8 Statical Determinacy; 1.9 Computation of Reactions Using Equations of Equilibrium; Excercises; Chapter 2 Analysis of Plane Trusses; 2.1 Introduction; 2.2 Objectives; 2.3 Common Types of Trusses; 2.4 Classification of Plane Trusses; 2.5 Determinacy and Stability of Plane Trusses. 2.6 Sign Convention and Member Forces Representation2.7 Method of Joints; 2.7.1 Identification of zero-force members; 2.8 Method of Sections; 2.8.1 Procedure of analysis; 2.9 Introduction to Other Types of Planar Structures; 2.9.1 Planar trusses: Compound and complex; 2.9.2 Space trusses; Exercises; Chapter 3 Analysis of Statically Determinate Beams and Frames; 3.1 Introduction; 3.2 Objectives; 3.3 Internal Forces in Beams; 3.4 Sign Convention and Computation of Shear Force and Bending Moment; 3.5 Shear Force and Bending Moment Diagrams for Beams; 3.5.1 Characteristics of SFD and BMD. 3.5.2 Qualitative deflected shape3.6 Frame; 3.7 Statical Determinacy of Frames; 3.8 Analysis of Plane Frames; Excercises; Chapter 4 Analysis of Cables; 4.1 Introduction; 4.2 Objectives; 4.3 Scope of Analysis; 4.4 Types of Cables; 4.5 Symmetrical Cable Subjected to Uniformly Distributed Load; 4.6 Forces in Cables Subjected to Uniformly Distributed Load; 4.7 Asymmetrical Cable Subjected to Uniformly Distributed Load; 4.8 Length of Cables; 4.8.1 Cables loaded with point loads; 4.8.2 Symmetrical cables; 4.8.3 Asymmetrical cables; 4.9 Support Conditions; Excercises. Chapter 5 Analysis of Three-Hinged Arch5.1 Introduction; 5.2 Objectives; 5.3 Comparison Between a Beam and Arch; 5.3.1 Advantage of the arch; 5.4 Determinate and Indeterminate Arches; 5.5 Equation of a Parabolic Arch; 5.6 The Bending Moment in the Arch Rib; 5.7 The Thrust and Shear Force in the Arch Rib; Exercises; Chapter 6 Deflection; 6.1 Introduction; 6.2 Objectives; 6.3 Elastic-Beam Theory; 6.4 Direct Integration Method; 6.5 Moment-Area Method; 6.6 Conjugate Beam Method; 6.6.1 Conjugate beam support; 6.6.2 Procedure for analysis; Excercises; Chapter 7 Influence Lines; 7.1 Introduction. 7.2 Objectives7.3 Influence Lines; 7.3.1 Quantitative influence lines; 7.3.2 Qualitative influence lines; 7.4 Maximum Shear Force and Bending Moment at Sections in Beams; 7.4.1 Concentrated force; 7.4.2 A series of concentrated load; 7.4.3 Distributed load; Excercises; Bibliography; The Authors; Index. Structural engineering. http://id.loc.gov/authorities/subjects/sh85129198 Structural design. http://id.loc.gov/authorities/subjects/sh85129194 Technique de la construction. Constructions Calcul. structural engineering. aat TECHNOLOGY & ENGINEERING Civil General. bisacsh Structural design fast Structural engineering fast Electronic book. Keong, Choong Kok, author. Yussof, Mustafasanie M., author. 983-861-567-6 1-322-47667-5 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=917069 Volltext |
| spellingShingle | Majid, Taksiah A. Keong, Choong Kok Yussof, Mustafasanie M. Theory of structures / Cover Page; Half Title Page; Title Page; Copyright Page; Contents; Preface; Chapter 1 Basic Concept of Structural Analysis; 1.1 Introduction; 1.2 Objectives; 1.3 Types of Structures; 1.4 Types of Supports; 1.5 Reaction Forces; 1.6 Equation of Equilibrium; 1.7 Free Body Diagram; 1.8 Statical Determinacy; 1.9 Computation of Reactions Using Equations of Equilibrium; Excercises; Chapter 2 Analysis of Plane Trusses; 2.1 Introduction; 2.2 Objectives; 2.3 Common Types of Trusses; 2.4 Classification of Plane Trusses; 2.5 Determinacy and Stability of Plane Trusses. 2.6 Sign Convention and Member Forces Representation2.7 Method of Joints; 2.7.1 Identification of zero-force members; 2.8 Method of Sections; 2.8.1 Procedure of analysis; 2.9 Introduction to Other Types of Planar Structures; 2.9.1 Planar trusses: Compound and complex; 2.9.2 Space trusses; Exercises; Chapter 3 Analysis of Statically Determinate Beams and Frames; 3.1 Introduction; 3.2 Objectives; 3.3 Internal Forces in Beams; 3.4 Sign Convention and Computation of Shear Force and Bending Moment; 3.5 Shear Force and Bending Moment Diagrams for Beams; 3.5.1 Characteristics of SFD and BMD. 3.5.2 Qualitative deflected shape3.6 Frame; 3.7 Statical Determinacy of Frames; 3.8 Analysis of Plane Frames; Excercises; Chapter 4 Analysis of Cables; 4.1 Introduction; 4.2 Objectives; 4.3 Scope of Analysis; 4.4 Types of Cables; 4.5 Symmetrical Cable Subjected to Uniformly Distributed Load; 4.6 Forces in Cables Subjected to Uniformly Distributed Load; 4.7 Asymmetrical Cable Subjected to Uniformly Distributed Load; 4.8 Length of Cables; 4.8.1 Cables loaded with point loads; 4.8.2 Symmetrical cables; 4.8.3 Asymmetrical cables; 4.9 Support Conditions; Excercises. Chapter 5 Analysis of Three-Hinged Arch5.1 Introduction; 5.2 Objectives; 5.3 Comparison Between a Beam and Arch; 5.3.1 Advantage of the arch; 5.4 Determinate and Indeterminate Arches; 5.5 Equation of a Parabolic Arch; 5.6 The Bending Moment in the Arch Rib; 5.7 The Thrust and Shear Force in the Arch Rib; Exercises; Chapter 6 Deflection; 6.1 Introduction; 6.2 Objectives; 6.3 Elastic-Beam Theory; 6.4 Direct Integration Method; 6.5 Moment-Area Method; 6.6 Conjugate Beam Method; 6.6.1 Conjugate beam support; 6.6.2 Procedure for analysis; Excercises; Chapter 7 Influence Lines; 7.1 Introduction. 7.2 Objectives7.3 Influence Lines; 7.3.1 Quantitative influence lines; 7.3.2 Qualitative influence lines; 7.4 Maximum Shear Force and Bending Moment at Sections in Beams; 7.4.1 Concentrated force; 7.4.2 A series of concentrated load; 7.4.3 Distributed load; Excercises; Bibliography; The Authors; Index. Structural engineering. http://id.loc.gov/authorities/subjects/sh85129198 Structural design. http://id.loc.gov/authorities/subjects/sh85129194 Technique de la construction. Constructions Calcul. structural engineering. aat TECHNOLOGY & ENGINEERING Civil General. bisacsh Structural design fast Structural engineering fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85129198 http://id.loc.gov/authorities/subjects/sh85129194 |
| title | Theory of structures / |
| title_auth | Theory of structures / |
| title_exact_search | Theory of structures / |
| title_full | Theory of structures / Taksiah A. Majid, Choong Kok Keong, Mustafasanie M. Yussof. |
| title_fullStr | Theory of structures / Taksiah A. Majid, Choong Kok Keong, Mustafasanie M. Yussof. |
| title_full_unstemmed | Theory of structures / Taksiah A. Majid, Choong Kok Keong, Mustafasanie M. Yussof. |
| title_short | Theory of structures / |
| title_sort | theory of structures |
| topic | Structural engineering. http://id.loc.gov/authorities/subjects/sh85129198 Structural design. http://id.loc.gov/authorities/subjects/sh85129194 Technique de la construction. Constructions Calcul. structural engineering. aat TECHNOLOGY & ENGINEERING Civil General. bisacsh Structural design fast Structural engineering fast |
| topic_facet | Structural engineering. Structural design. Technique de la construction. Constructions Calcul. structural engineering. TECHNOLOGY & ENGINEERING Civil General. Structural design Structural engineering Electronic book. |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=917069 |
| work_keys_str_mv | AT majidtaksiaha theoryofstructures AT keongchoongkok theoryofstructures AT yussofmustafasaniem theoryofstructures |