Statics and strength of materials for architecture and building construction. (2013)

• Record Type: Book
• Further Information: Note: Barry S. Onouye, Kevin Kane.
• Authors: Onouye, Barry; Kane, Kevin, 1954-
• Contents: 1. Introduction 1.1. Definition of Structure 1.2. Structural Design 1.3. Parallels in Nature 1.4. Loads on Structures 1.5. Basic Functional Requirements 1.6. Architectural Issues 2. Statics 2.1. Characteristics of a Force 2.2. Vector Addition 2.3. Force Systems 2.4. Equilibrium Equations: Two-Dimensional 2.5. Free-Body Diagrams of Rigid Bodies 2.6. Statical Indeterminacy and Improper Constraints 3. Analysis of Selected Determinate Structural Systems 3.1. Equilibrium of a Particle 3.2. Equilibrium of Rigid Bodies 3.3. Plane Trusses 3.4. Pinned Frames (Multiforce Members) 3.5. Three-Hinged Arches 3.6. Retaining Walls 4. Load Tracing 4.1. Load Tracing 4.2. Lateral Stability Load Tracing 5. Strength of Materials 5.1. Stress and Strain 5.2. Elasticity, Strength, and Deformation 5.3. Other Material Properties 5.4. Thermal Effects 5.5. Statically Indeterminate Members (Axially Loaded) 6. Cross-Sectional Properties of Structural Members 6.1. Center of Gravity–Centroids 6.2. Moment of Inertia of an Area 6.3. Moment of Inertia of Composite Areas 6.4. Radius of Gyration 7. Bending and Shear in Simple Beams 7.1. Classification of Beams and Loads 7.2. Shear and Bending Moment 7.3. Equilibrium Method for Shear and Moment Diagrams 7.4. Relationship Between Load, Transverse Shear, and Bending Moment 7.5. Semi-graphical Method for Load, Shear, and Moment Diagrams 8. Bending and Shear Stresses in Beams 8.1. Flexural Strain 8.2. Flexural (Bending) Stress Equation 8.3. Shearing Stress–Longitudinal and Transverse 8.4. Development of the General Shear Stress Equation 8.5. Deflection in Beams 8.6. Lateral Buckling in Beams 8.7. Introduction to Load Resistance Factor Design (LRFD) 9. Column Analysis and Design 9.1. Short and Long Columns–Modes of Failure 9.2. End Support Conditions and Lateral Bracing 9.3. Axially Loaded Steel Columns 9.4. Axially Loaded Wood Columns 9.5. Columns Subjected to Combined Loading or Eccentricity 10. Structural Connections 10.1. Steel Bolted Connections 10.2. Welded Connections 10.3. Common Framing Details in Steel 11. STRUCTURE, CONSTRUCTION, AND ARCHITECTURE 11.1. Initiation of Project–Pre-design 11.2. Design Process 11.3. Schematic Design 11.4. Design Development and Construction Documents 11.5. Integration of Building Systems 11.6. Construction Sequence 11.7. Conclusion Appendix: Tables for STRUCTURAL Design Lumber Section Properties (a) Dimensioned Sizes–Rafters, Joists, and Studs (b) Beams and Columns Allowable Stress Design for Shapes Used as Beams Structural Steel–Wide-Flange Shapes Structural Steel–American Standard Shapes and Channels Structural Steel–Tubing (square) and Pipe Structural Steel–Angles Definition of Metric (S.I.) Terms and Conversion Tables Wide Flange Shapes (Abridged Listing)–S.I. Metric Elastic Section Modulus–U.S. and S.I. Western Glue-Laminated Sections–U.S. and S.I. Metric Plastic Section Modulus — Selected Beam Shapes.
• Edition: Fourth edition Pearson new international edition
• Publisher Details: Harlow, United Kingdom : Pearson
• Publication Date: 2013
• Extent: 1 online resource (600 pages)
• Subjects: 624.1771; Structural design; Statics; Strength of materials; Strains and stresses; Constructions -- Calcul; Statique; Résistance des matériaux; Contraintes (Mécanique); statics (dynamics); strength of materials; stress; strain; Statics; Strains and stresses; Strength of materials; Structural design; Electronic books
• Languages: English
• ISBNs: 9781292054704; 1292054700
• Related ISBNs: 9781292027074; 129202707X
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.