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1. Mechanics of materials [2017]
 Hibbeler, R. C., author.
 Tenth edition.  Boston : Pearson, [2017]
 Description
 Book — xvii, 877 pages : illustrations (chiefly color) ; 25 cm
 Summary

 1. Stress Chapter Objectives 1.1 Introduction 1.2 Equilibrium of a Deformable Body 1.3 Stress 1.4 Average Normal Stress in an Axially Loaded Bar 1.5 Average Shear Stress 1.6 Allowable Stress Design 1.7 Limit State Design
 2. Strain Chapter Objectives 2.1 Deformation 2.2 Strain
 3. Mechanical Properties of Materials Chapter Objectives 3.1 The Tension and Compression Test 3.2 The StressStrain Diagram 3.3 StressStrain Behavior of Ductile and Brittle Materials 3.4 Strain Energy 3.5 Poisson's Ratio 3.6 The Shear StressStrain Diagram *3.7 Failure of Materials Due to Creep and Fatigue
 4. Axial Load Chapter Objectives 4.1 SaintVenant's Principle 4.2 Elastic Deformation of an Axially Loaded Member 4.3 Principle of Superposition 4.4 Statically Indeterminate Axially Loaded Members 4.5 The Force Method of Analysis for Axially Loaded Members 4.6 Thermal Stress 4.7 Stress Concentrations *4.8 Inelastic Axial Deformation *4.9 Residual Stress
 5. Torsion Chapter Objectives 5.1 Torsional Deformation of a Circular Shaft 5.2 The Torsion Formula 5.3 Power Transmission 5.4 Angle of Twist 5.5 Statically Indeterminate TorqueLoaded Members *5.6 Solid Noncircular Shafts *5.7 ThinWalled Tubes Having Closed Cross Sections 5.8 Stress Concentration *5.9 Inelastic Torsion *5.10 Residual Stress
 6. Bending Chapter Objectives 6.1 Shear and Moment Diagrams 6.2 Graphical Method for Constructing Shear and Moment Diagrams 6.3 Bending Deformation of a Straight Member 6.4 The Flexure Formula 6.5 Unsymmetric Bending *6.6 Composite Beams *6.7 Reinforced Concrete Beams *6.8 Curved Beams 6.9 Stress Concentrations *6.10 Inelastic Bending
 7. Transverse Shear Chapter Objectives 7.1 Shear in Straight Members 7.2 The Shear Formula 7.3 Shear Flow in BuiltUp Members 7.4 Shear Flow in ThinWalled Members *7.5 Shear Center for Open ThinWalled Members
 8. Combined Loadings Chapter Objectives 8.1 ThinWalled Pressure Vessels 8.2 State of Stress Caused by Combined Loadings
 9. Stress Transformation Chapter Objectives 9.1 PlaneStress Transformation 9.2 General Equations of PlaneStress Transformation 9.3 Principal Stresses and Maximum InPlane Shear Stress 9.4 Mohr's CirclePlane Stress 9.5 Absolute Maximum Shear Stress
 10. Strain Transformation Chapter Objectives 10.1 Plane Strain 10.2 General Equations of PlaneStrain Transformation *10.3 Mohr's CirclePlane Strain *10.4 Absolute Maximum Shear Strain 10.5 Strain Rosettes 10.6 Material Property Relationships *10.7 Theories of Failure
 11. Design of Beams and Shafts Chapter Objectives 11.1 Basis for Beam Design 11.2 Prismatic Beam Design *11.3 Fully Stressed Beams *11.4 Shaft Design
 12. Deflection of Beams and Shafts Chapter Objectives 12.1 The Elastic Curve 12.2 Slope and Displacement by Integration *12.3 Discontinuity Functions *12.4 Slope and Displacement by the MomentArea Method 12.5 Method of Superposition 12.6 Statically Indeterminate Beams and Shafts 12.7 Statically Indeterminate Beams and ShaftsMethod of Integration *12.8 Statically Indeterminate Beams and ShaftsMomentArea Method 12.9 Statically Indeterminate Beams and ShaftsMethod of Superposition
 13. Buckling of Columns Chapter Objectives 13.1 Critical Load 13.2 Ideal Column with Pin Supports 13.3 Columns Having Various Types of Supports *13.4 The Secant Formula *13.5 Inelastic Buckling *13.6 Design of Columns for Concentric Loading *13.7 Design of Columns for Eccentric Loading
 14. Energy Methods Chapter Objectives 14.1 External Work and Strain Energy 14.2 Elastic Strain Energy for Various Types of Loading 14.3 Conservation of Energy 14.4 Impact Loading *14.5 Principle of Virtual Work *14.6 Method of Virtual Forces Applied to Trusses *14.7 Method of Virtual Forces Applied to Beams *14.8 Castigliano's Theorem *14.9 Castigliano's Theorem Applied to Trusses *14.10 Castigliano's Theorem Applied to Beams
 Appendix A Geometric Properties of an Area B Geometric Properties of Structural Shapes C Slopes and Deflections of Beams
 Solutions and Answers for Preliminary Problems Fundamental Problems Partial Solutions and Answers Selected Answers Index
 Sections of the book that contain more advanced material are indicated by a star (*).
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780134319650 20171002
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On reserve: Ask at circulation desk  
TA405 .H47 2017  Unknown 2hour loan 
ME8001
 Course
 ME8001  Mechanics of Materials
 Instructor(s)
 Chaudhuri, Ovijit
 Elishakoff, Isaac, author.
 Singapore : World Scientific Publishing Company, [2016]
 Description
 Book — xv, 323 pages : illustrations (some color) ; 24 cm
Engineering Library (Terman)
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TA645 .E45 2016  Unknown 
 Lilburn, GA : The Fairmont Press, Inc., [2015] Boca Raton, FL : CRC Press, Taylor & Francis Group
 Description
 Book — xxiii, 615 pages : illustrations ; 29 cm
 Summary

With the widespread availability of highspeed, highcapacity microprocessors and microcomputers with highspeed communication ability, and sophisticated energy analytics software, the technology to support deployment of automated diagnostics is now available, and the opportunity to apply automated fault detection and diagnostics to every system and piece of equipment in a facility, as well as for whole buildings, is imminent. The purpose of this book is to share information with a broad audience on the state of automated fault detection and diagnostics for buildings applications, the benefits of those applications, emerging diagnostic technology, examples of field deployments, the relationship to codes and standards, automated diagnostic tools presently available, guidance on how to use automated diagnostics, and related issues.
(source: Nielsen Book Data) 9781498706117 20160618
 Online
Engineering Library (Terman)
Engineering Library (Terman)  Status 

Stacks  
TH6012 .A98 2015  Unknown 
 FlorezLopez, Julio, 1958 author.
 Hershey, PA, USA : Engineering Science Reference, an imprint of IGI Global, [2015]
 Description
 Book — xiv, 601 pages : illustrations ; 29 cm.
 Summary

The certification of the structural integrity of buildings, bridges, and mechanical components is one of the main goals of engineers. For civil engineers especially, understanding the tools available for infrastructure analysis is an essential part of designing, constructing, and maintaining safe and reliable structures. Fracture and Damage Mechanics for Structural Engineering of Frames: StateoftheArt Industrial Applications outlines the latest computational tools, models, and methodologies surrounding the analysis of wall and frame load support and resilience. Emphasizing best practices in computational simulation for civil engineering applications, this reference work is invaluable to postgraduate students, academicians, and engineers in the field.
(source: Nielsen Book Data) 9781466663794 20160618
 Online
Engineering Library (Terman)
Engineering Library (Terman)  Status 

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TG260 .F58 2015  Unknown 
5. Structural analysis [2015]
 Hibbeler, R. C.
 Ninth edition.  Upper Saddle River, N.J. : [Pearson Prentice Hall], c2015
 Description
 Book — xx, 700 pages : illustrations ; 24 cm
 Summary

 1 Types of Structures and Loads
 3 1.1 Introduction
 3 1.2 Classification of Structures
 4 1.3 Loads
 9 1.4 Structural Design
 28 Problems
 29 Chapter Review
 33
 2 Analysis of Statically Determinate Structures
 35 2.1 Idealized Structure
 35 2.2 Load Path
 48 2.3 Principle of Superposition
 49 2.4 Equations of Equilibrium
 50 2.5 Determinacy and Stability
 51 2.6 Application of the Equations of Equilibrium
 58 Fundamental Problems
 68 Problems
 70 Project Problem
 79 Chapter Review
 80
 3 Analysis of Statically Determinate Trusses
 83 3.1 Common Types of Trusses
 83 3.2 Classification of Coplanar Trusses
 89 3.3 The Method of Joints
 96 3.4 ZeroForce Members
 100 3.5 The Method of Sections
 102 3.6 Compound Trusses
 108 3.7 Complex Trusses
 112 3.8 Space Trusses
 116 Fundamental Problems
 123 Problems
 125 Project Problem
 135 Chapter Review
 136
 4 Internal Loadings Developed in Structural Members
 139 4.1 Internal Loadings at a Specified Point
 139 4.2 Shear and Moment Functions
 145 4.3 Shear and Moment Diagrams for a Beam
 150 4.4 Shear and Moment Diagrams for a Frame
 160 4.5 Moment Diagrams Constructed by the Method of Superposition
 165 Fundamental Problems
 170 Problems
 174 Project Problem
 184 Chapter Review
 185
 5 Cables and Arches
 187 5.1 Cables
 187 5.2 Cable Subjected to Concentrated Loads
 188 5.3 Cable Subjected to a Uniform Distributed Load
 190 5.4 Arches
 196 5.5 ThreeHinged Arch
 197 Problems
 203 Chapter Review
 209
 6 Influence Lines for Statically Determinate Structures
 211 6.1 Influence Lines
 211 6.2 Influence Lines for Beams
 219 6.3 Qualitative Influence Lines
 222 6.4 Influence Lines for Floor Girders
 230 6.5 Influence Lines for Trusses
 234 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads
 238 6.7 Absolute Maximum Shear and Moment
 248 Fundamental Problems
 253 Problems
 254 Project Problem
 265 Chapter Review
 266
 7 Approximate Analysis of Statically Indeterminate Structures
 269 7.1 Use of Approximate Methods
 269 7.2 Trusses
 270 7.3 Vertical Loads on Building Frames
 274 7.4 Portal Frames and Trusses
 277 7.5 Lateral Loads on Building Frames: Portal Method
 282 7.6 Lateral Loads on Building Frames: Cantilever Method
 288 Problems
 294 Project Problem
 301 Chapter Review
 302
 8 Deflections
 305 8.1 Deflection Diagrams and the Elastic Curve
 305 8.2 ElasticBeam Theory
 311 8.3 The Double Integration Method
 313 8.4 MomentArea Theorems
 320 8.5 ConjugateBeam Method
 330 Fundamental Problems
 338 Problems
 342 Chapter Review
 346
 9 Deflections Using Energy Methods
 349 9.1 external Work and Strain energy
 349 9.2 Principle of Work and energy
 353 9.3 Principle of Virtual Work
 354 9.4 Method of Virtual Work: Trusses
 356 9.5 Castigliano's Theorem
 363 9.6 Castigliano's Theorem for Trusses
 364 9.7 Method of Virtual Work: Beams and Frames
 370 9.8 Virtual Strain energy Caused by Axial Load, Shear, Torsion, and Temperature
 381 9.9 Castigliano's Theorem for Beams and Frames
 387 Fundamental Problems
 393 Problems
 395 Chapter Review
 402
 10 Analysis of Statically Indeterminate Structures by the Force Method
 405 10.1 Statically Indeterminate Structures
 405 10.2 Force Method of Analysis: General Procedure
 408 10.3 Maxwell's Theorem of Reciprocal Displacements Betti's Law
 412 10.4 Force Method of Analysis: Beams
 413 10.5 Force Method of Analysis: Frames
 422 10.6 Force Method of Analysis: Trusses
 426 10.7 Composite Structures
 429 10.8 Additional Remarks on the Force Method of Analysis
 432 10.9 Symmetric Structures
 433 10.10 Influence Lines for Statically Indeterminate Beams
 435 10.11 Qualitative Influence Lines for Frames
 439 Fundamental Problems
 446 Problems
 447 Chapter Review
 458
 11 Displacement Method of Analysis: SlopeDeflection Equations
 461 11.1 Displacement Method of Analysis: General Procedures
 461 11.2 SlopeDeflection equations
 463 11.3 Analysis of Beams
 469 11.4 Analysis of Frames: No Sidesway
 477 11.5 Analysis of Frames: Sidesway
 482 Problems
 490 Project Problem
 495 Chapter Review
 495
 12 Displacement Method of Analysis: Moment Distribution
 497 12.1 General Principles and Definitions
 497 12.2 Moment Distribution for Beams
 501 12.3 StiffnessFactor Modifications
 510 12.4 Moment Distribution for Frames: No Sidesway
 516 12.5 Moment Distribution for Frames: Sidesway
 518 Problems
 526 Chapter Review
 531
 13 Beams and Frames Having Nonprismatic Members
 533 13.1 Loading Properties of Nonprismatic Members
 533 13.2 Moment Distribution for Structures Having Nonprismatic Members
 538 13.3 SlopeDeflection equations for Nonprismatic Members
 544 Problems
 546 Chapter Review
 547
 14 Truss Analysis Using the Stiffness Method
 549 14.1 Fundamentals of the Stiffness Method
 549 14.2 Member Stiffness Matrix
 552 14.3 Displacement and Force Transformation Matrices
 553 14.4 Member Global Stiffness Matrix
 556 14.5 Truss Stiffness Matrix
 557 14.6 Application of the Stiffness Method for Truss Analysis
 562 14.7 Nodal Coordinates
 570 14.8 Trusses Having Thermal Changes and Fabrication errors
 574 14.9 SpaceTruss Analysis
 580 Problems
 582 Chapter Review
 583
 15 Beam Analysis Using the Stiffness Method
 585 15.1 Preliminary Remarks
 585 15.2 BeamMember Stiffness Matrix
 587 15.3 BeamStructure Stiffness Matrix
 589 15.4 Application of the Stiffness Method for Beam Analysis
 589 Problems
 602
 16 Plane Frame Analysis Using the Stiffness Method
 605 16.1 FrameMember Stiffness Matrix
 605 16.2 Displacement and Force Transformation Matrices
 607 16.3 FrameMember Global Stiffness Matrix
 609 16.4 Application of the Stiffness Method for Frame Analysis
 610 Problems
 619
 17 Structural Modeling and Computer Analysis
 623 17.1 General Structural Modeling
 623 17.2 Modeling a Structure and its Members
 625 17.3 General Application of a Structural Analysis Computer Program
 630 Computer Problems
 635 Problems
 636 Project Problems
 637 Appendices A. Matrix Algebra for Structural Analysis
 640 Fundamental Solutions
 654 Answers to Selected Problems
 680 Index 693.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780133942842 20160617
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Engineering Library (Terman)
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TA645 .H47 2015  Unknown 
6. Temporary structure design [2015]
 Souder, Chris, author.
 Hoboken, New Jersey : John Wiley & Sons Inc, c2015.
 Description
 Book — xviii, 429 pages : ill. ; 24 cm
 Summary

 ABOUT THE AUTHOR xiii PREFACE xv ACKNOWLEDGMENTS xvii
 1 Statics Review
 1 1.1. Statics Review
 1 1.2. Units of Measure
 1 1.2.1. Common Units of Measure
 2 1.3. Statics
 3 1.3.1. CentroidsCenter of Gravity
 4 1.3.2. Properties of Sections
 7
 2 Strength of Materials Review
 18 2.1. Stress
 18 2.1.1. Normal Stress
 18 2.1.2. Bending Stress
 19 2.1.3. Shear Stress
 19 2.1.4. Horizontal Shear Stress
 20 2.1.5. Modulus of Elasticity
 22 2.2. Bending Moments
 22 2.2.1. Maximum Bending Moments
 22 2.2.2. Maximum Shear
 23 2.2.3. Law of Superposition
 23 2.3. Materials
 24 2.3.1. Factors of Safety
 24 2.3.2. Grades of Steel
 24 2.3.3. Compact Beam
 25 2.3.4. Wood
 26 2.4. Deflection
 27 2.5. Shear and Moment Diagrams
 28 2.6. Beam Design
 34 2.6.1. Combined Stress
 41
 3 Types of Loads on Temporary Structures
 45 3.1. Supports and Connections on Temporary Structures
 45 3.1.1. Forces and Loads on Temporary Structures
 47 3.1.2. Materials How Different Materials Create Different Forces
 48
 4 Scaffolding Design
 59 4.1. Regulatory
 59 4.2. Types of Scaffolding
 59 4.3. Loading on Scaffolding
 61 4.4. Scaffolding Factors of Safety
 62 4.5. Scaffold Components
 62 4.5.1. Planking
 62 4.5.2. Bearers (Lateral Supports)
 62 4.5.3. Runners
 62 4.5.4. Posts
 63 4.5.5. OSHA
 63 4.6. Scaffold Design
 63 4.6.1. Securing Scaffolding to the Structure
 69 4.6.2. Hanging Scaffold
 69
 5 Soil Properties and Soil Loading
 75 5.1. Soil Properties
 75 5.1.1. Standard Penetration Test and Log of Test Borings
 77 5.1.2. Unit Weights above and below the Water Table
 78 5.1.3. Testing
 81 5.2. Soil Loading
 81 5.2.1. Soil Mechanics
 81 5.2.2. Active Soil Pressure and Coefficient
 82 5.2.3. Soil Pressure Theories
 83 5.2.4. Soil Pressure Examples Using Rankine Theory
 85 5.2.5. Soil Pressures Using State and Federal Department Standards
 91
 6 Soldier Beam, Lagging, and Tiebacks
 104 6.1. System Description and Units of Measure
 104 6.1.1. BeamsPiles
 104 6.1.2. Lagging
 105 6.1.3. Tiebacks
 105 6.2. Materials
 105 6.2.1. Steel AISC
 105 6.2.2. Wood Species National Design Specifications (NDS) for Wood Construction
 106 6.2.3. Lagging
 108 6.2.4. Soldier Beam Design
 112 6.2.5. Tiebacks and Soil Nails
 121
 7 Sheet Piling and Strutting
 130 7.1. Sheet Piling Basics
 130 7.1.1. Materials
 130 7.1.2. System Description and Unit of Measure
 130 7.1.3. Driving Equipment
 133
 8 Pressure and Forces on Formwork and Falsework
 155 8.1. Properties of Materials
 155 8.1.1. Unit Weights
 155 8.1.2. Forces from Concrete Placement
 157
 9 Concrete Formwork Design
 178 9.1. General Requirements
 178 9.1.1. Concrete Specifications
 178 9.1.2. Types and Costs of Forms in Construction
 179 9.2. Formwork Design
 180 9.2.1. Bending, Shear, and Deflection
 180 9.2.2. Form Design Examples Using AllWood Materials with Snap Ties or Coil Ties
 191 9.2.3. Formwork Charts
 199 9.2.4. Estimating Concrete Formwork
 219 9.3. Conclusion
 228
 10 Falsework Design
 229 10.1. Falsework Risks
 229 10.1.1. Falsework Accidents
 230 10.1.2. Falsework Review Process
 233 10.1.3. Falsework Design Criteria
 235 10.1.4. Load Paths for Falsework Design
 236 10.1.5. Falsework Design Using Formwork Charts
 242 10.1.6. Bridge Project
 262
 11 Bracing and Guying
 267 11.1. Rebar Bracing and Guying
 268 11.2. Form Bracing with Steel Pipe and Concrete Deadmen
 269 11.2.1. Life Application of Friction Forces
 278 11.3. Rebar Guying on Highway Projects
 279 11.4. Alternate Anchor Method
 289
 12 Trestles and Equipment Bridges
 300 12.1. Basic Composition of a Standard Trestle
 300 12.1.1. Foundation Pipe, H Pile, and WideFlange and Composite Piles
 301 12.1.2. Cap Beams WideFlange Beams with Stiffeners
 301 12.1.3. StringersGirders WideFlange Beams Braced Together
 303 12.1.4. Lateral Bracing
 303 12.1.5. Decking Timber or Precast Concrete Panels
 306 12.1.6. Environmental Concerns
 308 12.1.7. Stringer Design
 325 12.1.8. Star Pile Design and Properties
 340 12.2. Other Projects Utilizing Methods of Access
 341 12.3. Conclusion
 343
 13 Support of Existing Structures
 344 13.1. Basic Building Materials
 345 13.1.1. Example 13.1 Pipe Unit Weight
 346 13.1.2. Example 13.2 Existing Water Treatment Plant
 347 13.1.3. Example 13.3 Temporary Pipe Supports
 354 Appendixes
 369
 Appendix 1: Steel Beams (AISC)
 371
 Appendix 2: Steel Pipe
 391
 Appendix 3: H Pile (AISC)
 393
 Appendix 4: Allowable Buckling Stress
 395
 Appendix 5: Sheet Pile (Skyline)
 397
 Appendix 6: Wood Properties
 401
 Appendix 7: Formwork Charts (Williams)
 404
 Appendix 8: Form Hardware Values (Williams)
 412
 Appendix 9: Aluminum Beams (Aluma)
 422 INDEX 425.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9781118905586 20180530
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Engineering Library (Terman)
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Stacks  
TH5280 .S68 2015  Unknown 
7. Examples in structural analysis [2014]
 McKenzie, W. M. C. (William M. C.), author.
 Second edition.  Boca Raton : CRC, Taylor & Francis Group, [2014]
 Description
 Book — xvii, 819 pages : illustrations ; 26 cm
 Summary

 Structural Analysis and Design Introduction Equilibrium Mathematical Modelling Structural Loading Statical Indeterminacy Structural DegreesofFreedom Material and Section Properties Introduction Elastic CrossSection Properties Plastic CrossSection Properties Example 2.1: Plastic Crosssection Properties 
 Section 1 Problems: Plastic Crosssection Properties Solutions: Plastic Crosssection Properties PinJointed Frames Introduction Method of Sections Method of Joint Resolution Method of Tension Coefficients Unit Load for Deflection Unit Load Method for SinglyRedundant PinJointed Frames Beams Statically Determinate Beams McCaulay's Method for the Deflection of Beams Equivalent Uniformly Distributed Load Method for the Deflection of Beams The Principle of Superposition Unit Load for Deflection of Beams Statically Indeterminate Beams Moment Distribution Method for MultiRedundant Beams Redistribution of Moments Shear Force and Bending Moment Envelopes RigidJointed Frames RigidJointed Frames Unit Load Method for SinglyRedundant, RigidJointed Frames Moment Distribution for NoSway, RigidJointed Frames Moment Distribution for RigidJointed Frames with Sway Buckling Instability Introduction Secondary Stresses Critical Stress PerryRobertson Formula European Column Curves Example 6.1: Slenderness Example 6.2: Rolled Universal Column Section Example 6.3: Compound Column Section Builtup Compression Members Example 6.4: Laced Builtup Column Problems: Buckling Instability Solutions: Buckling Instability Direct Stiffness Method Direct Stiffness Method of Analysis Element Stiffness Matrix Structural Stiffness Matrix Structural Load Vector Structural Displacement Vector Element Displacement Vector Element Force Vector Example 7.1: Twospan Beam Example 7.2: RigidJointed Frame Problems: Direct Stiffness Method Solutions: Direct Stiffness Method Plastic Analysis Introduction Static Method for Continuous Beams Kinematic Method for Continuous Beams Problems: Plastic Analysis  Continuous Beams Solutions: Plastic Analysis  Continuous Beams RigidJointed Frames Problems: Plastic Analysis  RigidJointed Frames Solutions: Plastic Analysis  RigidJointed Frames Example 8.6: Joint Mechanism Problems: Plastic Analysis  RigidJointed Frames Solutions: Plastic Analysis  RigidJointed Frames Gable Mechanism Instantaneous Centre of Rotation Example 8.7: Pitched Roof Frame Problems: Plastic Analysis RigidJointed Frames Solutions: Plastic Analysis RigidJointed Frames Influence Lines for Beams Introduction Example 9.1: Influence Lines for a Simply Supported Beam MullerBreslau Principle for the Influence Lines for Beams Influence Lines for a Statically Determinate Beam Example 9.3: Influence Line for a Statically Indeterminate Beam The use of Influence Lines Example 9.6: Evaluation of Functions for a Statically Indeterminate Beam Train of Loads Problems: Influence Lines for Beams Solutions: Influence Lines for Beams Approximate Methods of Analysis Introduction Example 10.1  Statically Indeterminate Pinjointed Plane Frame Example 10.2  Statically Indeterminate Pinjointed Plane Frame Example 10.3  Statically Indeterminate Singlespan Beam Example 10.4  Multispan Beam Rigidjointed Frames Subjected to Vertical Loads Multistorey, Rigidjointed Frames Subjected to Horizontal Loads Appendices Index.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9781466595262 20160617
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Engineering Library (Terman)
Engineering Library (Terman)  Status 

Stacks  
TA645 .M385 2014  Unknown 
8. Mechanics of materials [2014]
 Hibbeler, R. C.
 Ninth edition.  Boston : Prentice Hall, [2014]
 Description
 Book — xvii, 879 pages : illustrations (chiefly color) ; 25 cm
 Summary

 1 Stress
 3 Chapter Objectives
 3 1.1 Introduction
 3 1.2 Equilibrium of a Deformable Body
 4 1.3 Stress
 22 1.4 Average Normal Stress in an Axially Loaded Bar
 24 1.5 Average Shear Stress
 32 1.6 Allowable Stress Design
 46 1.7 Limit State Design
 48
 2 Strain
 67 Chapter Objectives
 67 2.1 Deformation
 67 2.2 Strain
 68
 3 Mechanical Properties of Materials
 83 Chapter Objectives
 83 3.1 The Tension and Compression Test
 83 3.2 The StressStrain Diagram
 85 3.3 StressStrain Behavior of Ductile and Brittle Materials
 89 3.4 Hooke's Law
 92 3.5 Strain Energy
 94 3.6 Poisson's Ratio
 104 3.7 The Shear StressStrain Diagram
 106 *3.8 Failure of Materials Due to Creep and Fatigue
 109
 4 Axial Load
 121 Chapter Objectives
 121 4.1 SaintVenant's Principle
 121 4.2 Elastic Deformation of an Axially Loaded Member
 124 4.3 Principle of Superposition
 138 4.4 Statically Indeterminate Axially Loaded Member
 139 4.5 The Force Method of Analysis for Axially Loaded Members
 145 4.6 Thermal Stress
 153 4.7 Stress Concentrations
 160 *4.8 Inelastic Axial Deformation
 164 *4.9 Residual Stress
 166
 5 Torsion
 181 Chapter Objectives
 181 5.1 Torsional Deformation of a Circular Shaft
 181 5.2 The Torsion Formula
 184 5.3 Power Transmission
 192 5.4 Angle of Twist
 204 5.5 Statically Indeterminate TorqueLoaded Members
 218 *5.6 Solid Noncircular Shafts
 225 *5.7 ThinWalled Tubes Having Closed Cross Sections
 228 5.8 Stress Concentration
 238 *5.9 Inelastic Torsion
 241 *5.10 Residual Stress
 243
 6 Bending
 259 Chapter Objectives
 259 6.1 Shear and Moment Diagrams
 259 6.2 Graphical Method for Constructing Shear and Moment Diagrams
 266 6.3 Bending Deformation of a Straight Member
 285 6.4 The Flexure Formula
 289 6.5 Unsymmetric Bending
 306 *6.6 Composite Beams
 316 *6.7 Reinforced Concrete Beams
 319 *6.8 Curved Beams
 323 6.9 Stress Concentrations
 330 *6.10 Inelastic Bending
 339
 7 Transverse Shear
 363 Chapter Objectives
 363 7.1 Shear in Straight Members
 363 7.2 The Shear Formula
 365 7.3 Shear Flow in BuiltUp Members
 382 7.4 Shear Flow in ThinWalled Members
 391 *7.5 Shear Center for Open ThinWalled Members
 396
 8 Combined Loadings
 409 Chapter Objectives
 409 8.1 ThinWalled Pressure Vessels
 409 8.2 State of Stress Caused by Combined Loadings
 416
 9 Stress Transformation
 441 Chapter Objectives
 441 9.1 PlaneStress Transformation
 441 9.2 General Equations of PlaneStress Transformation
 446 9.3 Principal Stresses and Maximum InPlane Shear Stress
 449 9.4 Mohr's CirclePlane Stress
 465 9.5 Absolute Maximum Shear Stress
 477
 10 Strain Transformation
 489 Chapter Objectives
 489 10.1 Plane Strain
 489 10.2 General Equations of PlaneStrain Transformation
 490 *10.3 Mohr's CirclePlane Strain
 498 *10.4 Absolute Maximum Shear Strain
 506 10.5 Strain Rosettes
 508 10.6 MaterialProperty Relationships
 512 *10.7 Theories of Failure
 524
 11 Design of Beams and Shafts
 541 Chapter Objectives
 541 11.1 Basis for Beam Design
 541 11.2 Prismatic Beam Design
 544 *11.3 Fully Stressed Beams
 558 *11.4 Shaft Design
 562
 12 Deflection of Beams and Shafts
 573 Chapter Objectives
 573 12.1 The Elastic Curve
 573 12.2 Slope and Displacement by Integration
 577 *12.3 Discontinuity Functions
 597 *12.4 Slope and Displacement by the MomentArea Method
 608 12.5 Method of Superposition
 623 12.6 Statically Indeterminate Beams and Shafts
 631 12.7 Statically Indeterminate Beams and ShaftsMethod of Integration
 632 *12.8 Statically Indeterminate Beams and ShaftsMomentArea Method
 637 12.9 Statically Indeterminate Beams and ShaftsMethod of Superposition
 643
 13 Buckling of Columns
 661 Chapter Objectives
 661 13.1 Critical Load
 661 13.2 Ideal Column with Pin Supports
 664 13.3 Columns Having Various Types of Supports
 670 *13.4 The Secant Formula
 682 *13.5 Inelastic Buckling
 688 *13.6 Design of Columns for Concentric Loading
 696 *13.7 Design of Columns for Eccentric Loading
 707
 14 Energy Methods
 719 Chapter Objectives
 719 14.1 External Work and Strain Energy
 719 14.2 Elastic Strain Energy for Various Types of Loading
 724 14.3 Conservation of Energy
 737 14.4 Impact Loading
 744 *14.5 Principle of Virtual Work
 755 *14.6 Method of Virtual Forces Applied to Trusses
 759 *14.7 Method of Virtual Forces Applied to Beams
 766 *14.8 Castigliano's Theorem
 775 *14.9 Castigliano's Theorem Applied to Trusses
 777 *14.10 Castigliano's Theorem Applied to Beams
 780 Appendix A. Geometric Properties of an Area B. Geometric Properties of Structural Shapes C. Slopes and Deflections of Beams Fundamental Problems Partial Solutions and Answers Answers for Selected Problems Index (*) Sections of the book that contain more advanced material are indicated by a star. Time permitting, some of these topics may be included in the course. Furthermore, this material provides a suitable reference for basic principles when it is covered in other courses, and it can be used as a basis for assigning special projects.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780133254426 20160615
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Engineering Library (Terman)
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TA405 .H47 2014  Unknown 2hour loan 
ME8001
 Course
 ME8001  Mechanics of Materials
 Instructor(s)
 Chaudhuri, Ovijit
 Megson, T. H. G. (Thomas Henry Gordon)
 5th ed.  Oxford ; Waltham, MA : ButterworthHeinemann, c2013.
 Description
 Book — xv, 859 p. : ill ; 24 cm.
 Summary

"Aircraft Structures for Engineering Students" is the leading self contained aircraft structures course text. It covers all fundamental subjects, including elasticity, structural analysis, airworthiness and aeroelasticity. Now in its fifth edition, the author has revised and updated the text throughout and added new examples and exercises using Matlab[copyright]. Additional worked examples make the text even more accessible by showing application of concepts to airframe structures. This title includes a Solutions Manual available to all adopting teachers. New worked examples throughout the text aid understanding and relate concepts to real world applications. Matlab examples and exercises added throughout to support use of computational tools in analysis and design. There is an extensive aircraft design project case study that shows the application of the major techniques in the book. More end of chapter exercises, with an accompanying Solutions Manual (for instructors only) are available at our associated website.
(source: Nielsen Book Data) 9780080969053 20160608
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Engineering Library (Terman)
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TL671.6 .M36 2013  Unknown 
 Tuttle, M. E.
 Second edition.  Boca Raton : CRC Press/Taylor & Francis Group, [2013]
 Description
 Book — xvii, 650 pages : illustrations ; 24 cm
 Summary

 Introduction Review of Force, Stress, and Strain Tensors Material Properties Elastic Response of Anisotropic Materials Unidirectional Composite Laminates Subject to Plane Stress Thermomechanical Behavior of Multiangle Composite Laminates Predicting Failure of a Multiangle Composite Laminate Composite Beams Stress Concentrations Near an Elliptical Hole The Governing Equations of ThinPlate Theory Some Exact Solutions for Specially Orthotropic Laminates Some Approximate Solutions for Symmetric Laminates Appendix A: Experimental Methods Used to Measure InPlane Elastic Properties Appendix B: Tables of Beam Deflections and Slopes.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9781439875124 20160612
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Engineering Library (Terman)
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TA418.9 .C6 T88 2013  Unknown 
11. Structural analysis [2012]
 Hibbeler, R. C.
 8th ed.  Boston : Prentice Hall, c2012.
 Description
 Book — xviii, 695 p. : ill. ; 24 cm.
 Summary

 1 Types of Structures and Loads
 3 1.1 Introduction
 3 1.2 Classification of Structures
 4 1.3 Loads
 9 1.4 Structural Design
 26
 2 Analysis of Statically Determinate Structures
 33 2.1 Idealized Structure
 33 2.2 Principle of Superposition
 46 2.3 Equations of Equilibrium
 47 2.4 Determinacy and Stability
 48 2.5 Application of the Equations of Equilibrium
 59
 3 Analysis of Statically Determinate Trusses
 79 3.1 Common Types of Trusses
 79 3.2 Classification of Coplanar Trusses
 85 3.3 The Method of Joints
 94 3.4 ZeroForce Members
 98 3.5 The Method of Sections
 104 3.6 Compound Trusses
 110 3.7 Complex Trusses
 116 3.8 Space Trusses
 120
 4 Internal Loadings Developed in Structural Members
 133 4.1 Internal Loadings at a Specified Point
 133 4.2 Shear and Moment Functions
 139 4.3 Shear and Moment Diagrams for a Beam
 150 4.4 Shear and Moment Diagrams for a Frame
 163 4.5 Moment Diagrams Constructed by the Method of Superposition
 168
 5 Cables and Arches
 181 5.1 Cables
 181 5.2 Cable Subjected to Concentrated Loads
 182 5.3 Cable Subjected to a Uniform Distributed Load
 184 5.4 Arches
 194 5.5 ThreeHinged Arch
 195
 6 Influence Lines for Statically Determinate Structures
 205 6.1 Influence Lines
 205 6.2 Influence Lines for Beams
 213 6.3 Qualitative Influence Lines
 216 6.4 Influence Lines for Floor Girders
 228 6.5 Influence Lines for Trusses
 232 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads
 240 6.7 Absolute Maximum Shear and Moment
 250
 7 Approximate Analysis of Statically Indeterminate Structures
 263 7.1 Use of Approximate Methods
 263 7.2 Trusses
 264 7.3 Vertical Loads on Building Frames
 270 7.4 Portal Frames and Trusses
 273 7.5 Lateral Loads on Building Frames: Portal Method
 282 7.6 Lateral Loads on Building Frames: Cantilever Method
 288
 8 Deflections
 299 8.1 Deflection Diagrams and the Elastic Curve
 299 8.2 ElasticBeam Theory
 305 8.3 The Double Integration Method
 307 8.4 MomentArea Theorems
 316 8.5 ConjugateBeam Method
 326
 9 Deflections Using Energy Methods
 341 9.1 External Work and Strain Energy
 341 9.2 Principle of Work and Energy
 345 9.3 Principle of Virtual Work
 346 9.4 Method of Virtual Work: Trusses
 348 9.5 Castigliano's Theorem
 355 9.6 Castigliano's Theorem for Trusses
 356 9.7 Method of Virtual Work: Beams and Frames
 364 9.8 Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature
 375 9.9 Castigliano's Theorem for Beams and Frames
 381
 10 Analysis of Statically Indeterminate Structures by the ForceMethod
 395 10.1 Statically Indeterminate Structures
 395 10.2 Force Method of Analysis: General Procedure
 398 10.3 Maxwell's Theorem of Reciprocal Displacements Betti's Law
 402 10.4 Force Method of Analysis: Beams
 403 10.5 Force Method of Analysis: Frames
 411 10.6 Force Method of Analysis: Trusses
 422 10.7 Composite Structures
 425 10.8 Additional Remarks on the Force Method of Analysis
 428 10.9 Symmetric Structures
 429 10.10 Influence Lines for Statically Indeterminate Beams
 435 10.11 Qualitative Influence Lines for Frames
 438
 11 Displacement Method of Analysis: SlopeDeflection Equations
 451 11.1 Displacement Method of Analysis: General Procedures
 451 11.2 SlopeDeflection Equations
 453 11.3 Analysis of Beams
 459 11.4 Analysis of Frames: No Sidesway
 469 11.5 Analysis of Frames: Sidesway
 474
 12 Displacement Method of Analysis: Moment Distribution
 487 12.1 General Principles and Definitions
 487 12.2 Moment Distribution for Beams
 491 12.3 StiffnessFactor Modifications
 500 12.4 Moment Distribution for Frames: No Sidesway
 508 12.5 Moment Distribution for Frames: Sidesway
 510
 13 Beams and Frames Having Nonprismatic Members
 523 13.1 Loading Properties of Nonprismatic Members
 523 13.2 Moment Distribution for Structures Having Nonprismatic Members
 528 13.3 SlopeDeflection Equations for Nonprismatic Members
 534
 14 Truss Analysis Using the Stiffness Method
 539 14.1 Fundamentals of the Stiffness Method
 539 14.2 Member Stiffness Matrix
 542 14.3 Displacement and Force Transformation Matrices
 543 14.4 Member Global Stiffness Matrix
 546 14.5 Truss Stiffness Matrix
 547 14.6 Application of the Stiffness Method for Truss Analysis
 552 14.7 Nodal Coordinates
 560 14.8 Trusses Having Thermal Changesand Fabrication Errors
 564 14.9 SpaceTruss Analysis
 570
 15 Beam Analysis Using the Stiffness Method
 575 15.1 Preliminary Remarks
 575 15.2 BeamMember Stiffness Matrix
 577 15.3 BeamStructure Stiffness Matrix
 579 15.4 Application of the Stiffness Method for Beam Analysis
 579
 16 Plane Frame Analysis Using the Stiffness Method
 595 16.1 FrameMember Stiffness Matrix
 595 16.2 Displacement and Force Transformation Matrices
 597 16.3 FrameMember Global Stiffness Matrix
 599 16.4 Application of the Stiffness Method for Frame Analysis
 600 Appendices A. Matrix Algebra for Structural Analysis
 612 B. General Procedure for Using Structural Analysis Software
 625 Answers to Selected Problems Index.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780132570534 20160605
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Engineering Library (Terman)
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TA645 .H47 2012  Unknown 
 Reston, Va. : American Society of Civil Engineers, c2012.
 Description
 Book — xi, 50 p. : ill. ; 28 cm.
 Summary

This title provides the minimum requirements for conducting and interpreting wind tunnel tests to determine wind loads on buildings and other structures.
(source: Nielsen Book Data) 9780784412282 20160611
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TA654.5 .W575 2012  Unknown 
13. Fundamentals of structural analysis [2011]
 Leet, Kenneth.
 4th ed.  New York : McGrawHill, c2011.
 Description
 Book — xx, 787 p. : ill. ; 24 cm.
 Summary

 Chapter 1Introduction Chapter 2Design Loads Chapter 3Statics of StructuresReactions Chapter 4Trusses Chapter 5Beams and Frames Chapter 6Cables Chapter 7Arches Chapter 8Live Load Forces: Influence Lines for Determinate Structures Chapter 9Deflections of Beams and Frames Chapter 10WorkEnergy Methods for Computing Deflections Chapter 11Analysis of Indeterminate Structures by the Flexibility Method Chapter 12Analysis of Indeterminate Beams and Frames by the SlopeDeflection Method Chapter 13Moment Distribution Chapter 14Indeterminate Structures: Influence Lines Chapter 15Approximate Analysis of Indeterminate Structures Chapter 16Introduction to the General Stiffness Method Chapter 17Matrix Analysis of Trusses by the Direct Stiffness Method Chapter 18Matrix Analysis of Beams and Frames by the Direct Stiffness Method.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780073401096 20160604
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TA645 .L34 2011  Unavailable Checked out  Overdue Request 
TA645 .L34 2011  Unknown 
 Mécanique des structures. English
 Berlioz, Alain.
 London : ISTE ; Hoboken, N.J. : Wiley, 2010.
 Description
 Book — xii, 316 p. : ill. ; 25 cm.
 Summary

Today the fundamentals of solid mechanics may be explained by numerical experiments using the finite element method. The explanation is detailed in this book using many examples. After a short review of how the finite element method works, Chapter 2 develops some key points of solid mechanics. Chapter 3 focuses on stress concentrations and stress singularities. Chapter 4 is devoted to plate modeling. Chapter 5 provides a short presentation of the dynamics of structures with a particular focus on the modal method, the influence of local defaults on the modal response is also analyzed. Commercial software (Ansys) is used to study the examples.
(source: Nielsen Book Data) 9781848211919 20160603
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TA347 .F5 B46713 2010  Unknown 
15. Structural systems : behaviour and design [2010]
 Stavridis, L. T. (Leonidas T.)
 London : Thomas Telford ; Fitchburg, MA : Publishers Storage and Shipping Corp. [distributor], 2010.
 Description
 Book — xvi, 642 p. : ill. ; 26 cm.
 Summary

 SECTION 1 Introductory concepts The use of equilibrium in finding the state of stress and deformation (statically determinate structures) The handling of deformations for determining the stress state in framed structures (statically indeterminate structures) Simply supported beams Continuous beams Frames The influence of deformations on the state of stress. Elastic stability Arches Cable structures
 SECTION 2 Spatial structural systems, foundations and dynamics Grids Plates Shells Thinwalled beams Box girders Lateral response of multistorey systems Dynamic behaviour of discrete mass systems Supporting the structure on the ground.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780727741059 20160605
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TA647 .S715 2010  Unknown 
16. Advanced structural analysis [2009]
 Menon, Devdas.
 Oxford : Alpha Science International, c2009.
 Description
 Book — xiv, 685 p. : ill. ; 25 cm.
 Summary

 Preface / Acknowledgement / Notation / Review of Basic Concepts / Matrix Concepts and Algebra / Matrix Analysis of Structures  Basic Concepts / Matrix Analysis of Structural with Axial Elements / Matrix Analysis of Beams and Grids / Matrix Analysis of Plane and Space Frames / Analysis of Elastic Instability and Secondorder Response / Index.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9781842654972 20160604
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TA645 .M465 2009  Unknown 
17. Multiscale modeling of structural concrete [2009]
 Maekawa, Koichi, 1938
 1st ed.  London ; New York : Taylor & Francis, 2009.
 Description
 Book — xiv, 655 p. : ill. ; 24 cm.
 Summary

 Chapter 1
 Introduction
 Multiphase, MultiChemoPhysical Modelling of Structural Concrete
 Chapter 2
 Hydration of Cement in Concrete
 Chapter 3
 Micro PoreStructure and Moisture
 Chapter 4
 Transport of Carbon Dioxide and Carbonation
 Chapter 5
 Calcium Ion Transport and Leaching
 Chapter 6
 Chloride Ion Transport and Corrosion
 Chapter 7
 TimeDependent Mechanics of Cement Hydrates
 Chapter 8
 TimeDependent Mechanics of Structural Concrete
 Chapter 9
 Structural Mechanics of Damaged Concrete Strcutures
 Chapter 10
 Fatigue Life of Structural Concrete.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780415465540 20160527
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TA681.5 .M34 2009  Unknown 
18. Structural analysis : in theory and practice [2009]
 Williams, Alan, 1930
 Amsterdam ; Boston : Elsevier/ButterworthHeinemann, c2009.
 Description
 Book — xi, 617 p. : ill. ; 23 cm.
 Summary

"Structural Analysis Rules of Thumb" provides a comprehensive review of the classical methods of structural analysis and also the recent advances in computer applications. The prefect guide for the Professional Engineer's exam, Williams covers principles of structural analysis to advanced concepts. Methods of analysis are presented in a concise and direct manner and the different methods of approach to a problem are illustrated by specific examples. In addition, the book includes the clear and concise approach to the subject and the focus on the most direct solution to a problem. Numerous worked examples are provided to consolidate the readers' understanding of the topics."Structural Analysis Rules of Thumb" is perfect for anyone who wishes to have handy reference filled with equations, calculations and modeling instructions as well as candidates studying for professional engineering registration examinations. It will also serve as a refresher course and reference manual for practicing engineers. Numerous worked examples are provided to consolidate the readers' understanding of the topics. This book provides comprehensive coverage of the whole field of structural analysis. Supplementary problems are given at the end of each chapter with answers provided at the end of the book. It includes realistic situations encountered in practice and tests the reader's ability to apply the concepts presented in the chapter. It presents classical methods of structural analysis and also the recent advances in computer applications.
(source: Nielsen Book Data) 9781856175500 20160528
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TA645 .W55 2009  Unknown 
 Sozen, Mete A. (Mete Avni), 19302018
 Boca Raton : CRC Press, c2009.
 Description
 Book — 356 p. : ill. ; 25 cm.
 Summary

 Trusses What is a Truss? Bar in Tension or Compression Symmetrical Truss with Two Elements of Equal Size at
 90 Symmetrical Truss with Two Elements at Various Orientations Unsymmetrical Truss with Two Elements Truss with Three Members Handson Approach to Truss Design Analysis of Statically Determinate Trusses Stable Trusses Building a Truss Problems Moments and Deflections in Cantilever Beams What is a Bending Moment? What is a Shear Force? What is a Distributed Load? What is a Couple? The Effects of Moment on Stresses in a Beam The Effects of Moment on Strains in a Beam Deformation of a BeamSpring Model Deformation of a BeamContinuously Deformable Model Moment and Deflections in Simply Supported Beams The Effect of a Concentrated Load on Shear, Moment, and Deflection The Effect of Several Concentrated Loads on Shear, Moment, and Deflection Similarities between Beam and Truss Response Construction and Test of a Timber Beam
 Bending and Shear Stresses First Moment Second Moment and Section Modulus Construction and Test of a Styrofoam Beam Shear Stress Frames Introductory Concepts A Simple Bent A Portal Frame Statically Indeterminate Frame Multistory Frame ThreeHinged Frame
 Buckling Simple Models Continuously Deformable Model Problems List of Symbols Index.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9781420068610 20160528
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TA647 .S68 2009  Unknown 
 Donaldson, Bruce K.
 2nd ed.  Cambridge ; New York : Cambridge University Press, 2008.
 Description
 Book — xxxiii, 932 p. : ill. ; 26 cm.
 Summary

 Introduction to the second edition Introduction to the first edition Part I. The Fundamentals of Structural Analysis:
 1. Stress in structures
 2. Stresses and coordinate axis rotations
 3. Displacements and strains
 4. Strains in rotated coordinate systems
 5. The mechanical behavior of engineering materials
 6. Linearly elastic materials Part II. Introduction to the Theory of Elasticity:
 7. The theory of elasticity
 8. Plane stress theory of elasticity solutions Part I and part II review questions Part III. The Engineering Theory for Straight, Long Beams:
 9. Bending and extensional stresses in beams
 10. Beam bending and extensional deflections
 11. Additional beam bending topics
 12. Uniform torsion of beams
 13. Beam torsion approximate solutions Beam bending and torsion review questions
 14. Beam shearing stresses due to shearing forces Part IV. Work and Energy Principles:
 15. Work and potential energy principles Part V. Energy Based Numerical Solutions:
 16. Precursor numerical analyses
 17. Introduction to the finite element method
 18. Finite element truss problems
 19. Basic aspects of multidimensional finite elements
 20. The unit load method for determinate structures
 21. The unit load method for indeterminate structures Parts IV and V review Part VI. Extensions to Plate Theory and Finite Element Applications:
 22. Thin plate theory
 23. Elastic and aeroelastic instabilities Selected answers to part I exercises Selected answers to part II exercises Selected answers to part III exercises Selected answers to part IV and part V exercises Selected answers to part VI exercises References.
 (source: Nielsen Book Data)
(source: Nielsen Book Data) 9780521865838 20160528
Engineering Library (Terman)
Engineering Library (Terman)  Status 

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TL671.6 .D56 2008  Unknown 