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160201s2012 xx o 000 0 eng d |
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|a 9789838617222
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|a (OCoLC)935916073
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|a TA633
|b .M35 2013
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|a 624.1
|q OCoLC
|2 23/eng/20231120
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| 049 |
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|a UAMI
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| 100 |
1 |
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|a Majid, Taksiah A.
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| 245 |
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|a Theory of Structures.
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| 260 |
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|a Pulau Pinang :
|b Penerbit USM,
|c 2012.
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| 300 |
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|a 1 online resource (244 pages)
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 588 |
0 |
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|a Print version record.
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|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.
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| 505 |
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|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.
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| 505 |
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|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.
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| 505 |
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|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.
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| 505 |
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|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.
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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 650 |
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0 |
|a Structural engineering.
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| 650 |
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0 |
|a Structural design.
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| 650 |
|
6 |
|a Technique de la construction.
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| 650 |
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6 |
|a Constructions
|x Calcul.
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| 650 |
|
7 |
|a structural engineering.
|2 aat
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| 650 |
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7 |
|a Structural design
|2 fast
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| 650 |
|
7 |
|a Structural engineering
|2 fast
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| 700 |
1 |
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|a Keong, Choong Kok.
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| 700 |
1 |
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|a Yussof, Mustafasanie M.
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| 758 |
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|i has work:
|a Theory of structures (Text)
|1 https://id.oclc.org/worldcat/entity/E39PD3WBhFKbJ4CXPG7vBFRhYd
|4 https://id.oclc.org/worldcat/ontology/hasWork
|
| 776 |
0 |
8 |
|i Print version:
|a Majid, Taksiah A.
|t Theory of Structures.
|d Pulau Pinang : Penerbit USM, ©2012
|z 9789838615679
|
| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=4306248
|z Texto completo
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| 938 |
|
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|a EBL - Ebook Library
|b EBLB
|n EBL4306248
|
| 938 |
|
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|a YBP Library Services
|b YANK
|n 12812398
|
| 994 |
|
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|a 92
|b IZTAP
|
