http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Statics and strength of materials for architecture and building construction
Machine generated contents note: ch. 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 -- ch. 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 -- ch. 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 -- ch. 4 Load Tracing -- 4.1.Load Tracing -- 4.2.Lateral Stability Load Tracing -- ch. 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) -- ch. 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 -- ch. 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.Semigraphical Method for Load, Shear, and Moment Diagrams -- ch. 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) -- ch. 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 -- ch. 10 Structural Connections -- 10.1.Steel Bolted Connections -- 10.2.Welded Connections -- 10.3.Common Framing Details in Steel -- ch. 11 Structure, Construction, and Architecture -- 11.1.Initiation of Project -- Predesign -- 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. Metric -- Western Glue-Laminated Sections -- U.S. and S.I. Metric -- Plastic Section Modulus -- Selected Beam Shapes.
Barry Onouye with Kevin Kane, Department of Architecture, College of Architecture and Urban Planning, University of Washington.