{"product_id":"structural-design-9780471789048","title":"Structural Design","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003eTaking the view of a practicing architect, Structural Design, Second Edition addresses structures both on a conceptual level and on a numerical level. Most importantly, it helps architects work with structural consultants and understand the considerations necessary when designing structural systems.\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003ePreface.  \u003cp\u003e\u003cb\u003eIn the Beginning: The Premise.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1: Introduction: Understanding Loads.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Loads.\u003c\/p\u003e \u003cp\u003e1.2 Tributary Areas.\u003c\/p\u003e \u003cp\u003e1.3 Lateral Loads—Wind and Earthquakes.\u003c\/p\u003e \u003cp\u003e1.4 Lateral Loads: Wind\u003c\/p\u003e \u003cp\u003e1.5 Lateral Loads: Earthquake.\u003c\/p\u003e \u003cp\u003e1.6 Loading Conditions.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2: Load and Resistance Factor Design.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Load Combinations.\u003c\/p\u003e \u003cp\u003e2.2 Resistance Factors.\u003c\/p\u003e \u003cp\u003e2.3 Working Stress versus LFRD Design.\u003c\/p\u003e \u003cp\u003e2.4 Elastic Section Modulus and Plastic Section Modulus.\u003c\/p\u003e \u003cp\u003e2.5 Shape Factor.\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART ONE: STEEL.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3: Materials and Properties.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Structural Properties of Steel.\u003c\/p\u003e \u003cp\u003e3.2 Allowable Stress.\u003c\/p\u003e \u003cp\u003e3.3 Yield Stress.\u003c\/p\u003e \u003cp\u003e3.4 Standard Shapes.\u003c\/p\u003e \u003cp\u003e3.5 Fire Considerations.\u003c\/p\u003e \u003cp\u003e3.6 Surface Finishes.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4: Structural Elements and Systems.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Member Types.\u003c\/p\u003e \u003cp\u003e4.2 System Selection.\u003c\/p\u003e \u003cp\u003e4.3 Low-Rise Frame Systems.\u003c\/p\u003e \u003cp\u003e4.4 Medium- and High-Rise Systems.\u003c\/p\u003e \u003cp\u003e4.5 Architectural Considerations.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 1: STEEL BENDING SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5: Preengineered Systems.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Open-Web Steel Joist.\u003c\/p\u003e \u003cp\u003e5.2 Steel Decks.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6: Steel Beams.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Beam Theory.\u003c\/p\u003e \u003cp\u003e6.2 Beams in Structural Systems.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7: Lateral Stability in Beams.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Conditions of Stability.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8: Supports.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Bearing Plates for Beams and Columns.\u003c\/p\u003e \u003cp\u003e8.2 Design of Bearing Plates.\u003c\/p\u003e \u003cp\u003e8.3 Column Base Plates.\u003c\/p\u003e \u003cp\u003e8.4 Design of Column Base Plates.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9: Web Yielding and Crippling.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Localized Failure of Components.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10: Built-Up Beams.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Built-Up Sections.\u003c\/p\u003e \u003cp\u003e10.2 Connection and Length of Cover Plates.\u003c\/p\u003e \u003cp\u003e10.3 Holes in the Web and in the Flanges.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 2: STEEL AXIALLY LOADED SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11: Columns.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Column Theory.\u003c\/p\u003e \u003cp\u003e11.2 Built-Up Columns.\u003c\/p\u003e \u003cp\u003e11.3 Columns with Unequal Unbraced Lengths.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12: Tension Members.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Types of Tensions Members.\u003c\/p\u003e \u003cp\u003e12.2 Basic Design.\u003c\/p\u003e \u003cp\u003e12.3 Connection of Tension Members.\u003c\/p\u003e \u003cp\u003e12.4 Suspension Structures. \u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 3: STEEL COMBINED SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13: Combined Axial Loading and Bending.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Basic Considerations and Procedure.\u003c\/p\u003e \u003cp\u003e13.2 Sloped Beams.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14: Trusses.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 General Comments.\u003c\/p\u003e \u003cp\u003e14.2 Design Considerations.\u003c\/p\u003e \u003cp\u003e14.3 Truss Analysis.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 4: STEEL CONNECTIONS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 15: Bolted Connections.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Engineering Principles.\u003c\/p\u003e \u003cp\u003e15.2 Types of Bolted Connections.\u003c\/p\u003e \u003cp\u003e15.3 Bolts.\u003c\/p\u003e \u003cp\u003e15.4 Design of Connections.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 16: Welded Connections\u003c\/b\u003e.\u003c\/p\u003e \u003cp\u003e16.1 Welding and Types of Welded Joints.\u003c\/p\u003e \u003cp\u003e16.2 Stresses in Welds.\u003c\/p\u003e \u003cp\u003e16.3 Minimum and Maximum Weld Considerations.\u003c\/p\u003e \u003cp\u003e16.4 Framed Beam Connections.\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART TWO: WOOD.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 17: Materials and Properties.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Physical Properties.\u003c\/p\u003e \u003cp\u003e17.2 Density and Weight of Wood.\u003c\/p\u003e \u003cp\u003e17.3 Protection from Decay and Fire.\u003c\/p\u003e \u003cp\u003e17.4 Design Values.\u003c\/p\u003e \u003cp\u003e17.5 Size Classifications.\u003c\/p\u003e \u003cp\u003e17.6 Adjustment Factors.\u003c\/p\u003e \u003cp\u003e17.7 Engineered Wood Products.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 18: Wood Structures in Architecture.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Construction and Architectural Philosophies.\u003c\/p\u003e \u003cp\u003e18.2 The Architect's Responsibility in Structural Wood Design.\u003c\/p\u003e \u003cp\u003e18.3 Selection and Configuration of Wood Systems.\u003c\/p\u003e \u003cp\u003e18.4 Framing System.\u003c\/p\u003e \u003cp\u003e18.5 Long-Span Systems.\u003c\/p\u003e \u003cp\u003e18.6 Bracing.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 1: WOOD BENDING SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 19: Bending Members: Floor and Roof Systems.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e19.1 Floor Framing.\u003c\/p\u003e \u003cp\u003e19.2 Joist Design.\u003c\/p\u003e \u003cp\u003e19.3 Adjustment Factors.\u003c\/p\u003e \u003cp\u003e19.4 Engineered Joist.\u003c\/p\u003e \u003cp\u003e19.5 Subfloors.\u003c\/p\u003e \u003cp\u003e19.6 Fire Protection and Sound Insulation.\u003c\/p\u003e \u003cp\u003e19.7 Roof Construction.\u003c\/p\u003e \u003cp\u003e19.8 Bearing and Stress Concentration.\u003c\/p\u003e \u003cp\u003e19.9 Notched Bending Members.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 20: Sheathing and Diaphragm Design.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e20.1 Diaphragm Construction.\u003c\/p\u003e \u003cp\u003e20.2 Shear Walls.\u003c\/p\u003e \u003cp\u003e20.3 Composite Bending Members.\u003c\/p\u003e \u003cp\u003e20.4 Plywood Structural Properties.\u003c\/p\u003e \u003cp\u003e20.5 Box Beam Design.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 21: Timber and Laminated Timber Beams.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e21.1 Timber Beams..\u003c\/p\u003e \u003cp\u003e21.2 Built-Up Beams.\u003c\/p\u003e \u003cp\u003e21.3 Laminated Timber Beams.\u003c\/p\u003e \u003cp\u003e21.4 Design of Laminated Timber Beams.\u003c\/p\u003e \u003cp\u003e21.5 Types of Structures Using Glulam.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 2: WOOD AXIALLY LOADED MEMBERS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 22: Compression and Tension Members.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e22.1 Types of Compression and Tension Members.\u003c\/p\u003e \u003cp\u003e22.2 Design Procedure for Solid Columns.\u003c\/p\u003e \u003cp\u003e22.3 Built-Up and Spaced Column Design.\u003c\/p\u003e \u003cp\u003e22.4 Tension Members.\u003c\/p\u003e \u003cp\u003e22.5 Axial Compression and Bending.\u003c\/p\u003e \u003cp\u003e22.6 Axial Tension and Bending.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 3: WOOD COMBINED SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 23: Timber Truss Design.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e23.1 Truss Types.\u003c\/p\u003e \u003cp\u003e23.2 Deflection and Camber.\u003c\/p\u003e \u003cp\u003e23.3 General Design Procedure.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 24: Arches, Vaults and Domes.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e24.1 Two- and Three-Hinged Arches.\u003c\/p\u003e \u003cp\u003e24.2 Preliminary Design of Laminated Timber Arches.\u003c\/p\u003e \u003cp\u003e24.3 Construction of Timber Arches.\u003c\/p\u003e \u003cp\u003e24.4 Domes and Vaulted Roofs.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 4: WOOD CONNECTIONS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 25: Connections.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e25.1 Connecting Wood Members.\u003c\/p\u003e \u003cp\u003e25.2 Nails and Spikes.\u003c\/p\u003e \u003cp\u003e25.3 Adhesives.\u003c\/p\u003e \u003cp\u003e25.4 Glue Line Stresses: Rolling Shear.\u003c\/p\u003e \u003cp\u003e25.5 Bolts.\u003c\/p\u003e \u003cp\u003e25.6 Lag screws.\u003c\/p\u003e \u003cp\u003e25.7 Wood Screws.\u003c\/p\u003e \u003cp\u003e25.8 Split Ring and Shear Plate Connectors.\u003c\/p\u003e \u003cp\u003e25.9 Design of Shear Plate and Split Ring Connections.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 5: WOOD SPECIAL SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 26: Permanent Wood Foundations.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e26.1 Types of Wood Foundations.\u003c\/p\u003e \u003cp\u003e26.2 Permanent Wood Foundation.\u003c\/p\u003e \u003cp\u003e26.3 Design of Footing Foundations.\u003c\/p\u003e \u003cp\u003e26.4 Basement Walls.\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART THREE: REINFORCED CONCRETE (R\/C).\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 27: Materials and Properties.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e27.1 Structural Concrete Materials.\u003c\/p\u003e \u003cp\u003e27.2 Structural Concrete Properties.\u003c\/p\u003e \u003cp\u003e27.3 Reinforcing Steel.\u003c\/p\u003e \u003cp\u003e27.4 Fiber-Rreinforced Concrete.\u003c\/p\u003e \u003cp\u003e27.5 Placement of Concrete.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 28: Reinforced Concrete in Architecture.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e28.1 Structural Forms.\u003c\/p\u003e \u003cp\u003e28.2 Structural Design Issues.\u003c\/p\u003e \u003cp\u003e28.3 System Selection.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 1: R\/C BENDING MEMBERS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 29: Beams Strength Theory.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e29.1 Stress and Strain in Flexural Members.\u003c\/p\u003e \u003cp\u003e29.2 Beam Design Formula.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 30: Beam Design.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e30.1 Design for Bending Moment.\u003c\/p\u003e \u003cp\u003e30.2 Development of Reinforcement.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 31: Shear in Beams.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e31.1 Shear Strength of Concrete.\u003c\/p\u003e \u003cp\u003e31.2 Design of Shear Reinforcement.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 32: Slabs.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e32.1 Flat Spanning Systems.\u003c\/p\u003e \u003cp\u003e32.2 Flat Slab Design.\u003c\/p\u003e \u003cp\u003e32.3 Slab on Grade.\u003c\/p\u003e \u003cp\u003e32.4 Composite Sections.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 33: Deflection.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e33..1 Creep and Deflection.\u003c\/p\u003e \u003cp\u003e33.2 Deflection Computations.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 34: Footings.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e34.1 Foundation Design Criteria.\u003c\/p\u003e \u003cp\u003e34.2 Footings.\u003c\/p\u003e \u003cp\u003e34.3 Design Procedure of Footings.\u003c\/p\u003e \u003cp\u003e34.4 Peripheral Shear.\u003c\/p\u003e \u003cp\u003e34.5 Rectangular Footings.\u003c\/p\u003e \u003cp\u003e34.6 Simple Wall Footings.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 2: R\/C AXIALLY LOADED MEMBERS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 35: Columns.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e35.1 Construction of R\/C Columns.\u003c\/p\u003e \u003cp\u003e35.2 Design Method.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 36: Walls.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e36.1 Concrete Wall Types.\u003c\/p\u003e \u003cp\u003e36.2 Design Requirements for Vertical Loads.\u003c\/p\u003e \u003cp\u003e36.3 Walls Designed as Compression Members.\u003c\/p\u003e \u003cp\u003e36.4 Horizontal Forces in Basement Walls.\u003c\/p\u003e \u003cp\u003e36.5 Retaining Walls.\u003c\/p\u003e \u003cp\u003e36.6 Shear Walls.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 3: R\/C CONNECTIONS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 37: Connections.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e37.1 Connections of Footings and Vertical Structure.\u003c\/p\u003e \u003cp\u003e37.2 Anchors.\u003c\/p\u003e \u003cp\u003e37.3 Bearing Pressures.\u003c\/p\u003e \u003cp\u003e37.4 Concrete Supports.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 4: R\/C SPECIAL SYSTEMS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 38: Prestressed and Precast Concrete.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e38.1 Prestressed Concrete.\u003c\/p\u003e \u003cp\u003e38.2 Construction Techniques.\u003c\/p\u003e \u003cp\u003e38.3 Precast Concrete Shapes.\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART FOUR: MASONRY.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 39: Materials and Properties.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e39.1 Masonry Units.\u003c\/p\u003e \u003cp\u003e39.2 Mortar and Grout.\u003c\/p\u003e \u003cp\u003e39.3 Mortar Strength.\u003c\/p\u003e \u003cp\u003e39.4 Construction.\u003c\/p\u003e \u003cp\u003e39.5 Design Requirements.\u003c\/p\u003e \u003cp\u003e39.6 Expansion\/Control Joints and Reinforcing.\u003c\/p\u003e \u003cp\u003e39.7 Flashing.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 40: Structural Systems.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e40.1 Masonry Construction.\u003c\/p\u003e \u003cp\u003e40.2 System Selection.\u003c\/p\u003e \u003cp\u003e40.3 Masonry Systems.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSECTION 1: MASONRY AXIALLY LOADED MEMBERS.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 41: Empirical Design of Walls.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e41.1 Limitations of Empirical Design.\u003c\/p\u003e \u003cp\u003e41.2 Working Stress.\u003c\/p\u003e \u003cp\u003e41.3 Lateral Stability and Shear Walls.\u003c\/p\u003e \u003cp\u003e41.4 Unsupported Height or Length.\u003c\/p\u003e \u003cp\u003e41.5 Wall Thickness.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 42: Allowable Stress Method.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e42.1 Unreinforced Masonry.\u003c\/p\u003e \u003cp\u003e42.2 Bearing and Concentrated Loads.\u003c\/p\u003e \u003cp\u003e42.3 Design of Shear Walls.\u003c\/p\u003e \u003cp\u003e42.4 Reinforced Walls.\u003c\/p\u003e \u003cp\u003e42.5 Column and Pilaster Construction.\u003c\/p\u003e \u003cp\u003e42.6 Column Design.\u003c\/p\u003e \u003cp\u003eAppendix A: Commonly Used Tables and Constants.\u003c\/p\u003e \u003cp\u003eAppendix B: Conversion Factors from U.S. Customary Units to SI Metric Units.\u003c\/p\u003e \u003cp\u003eBibliography.\u003c\/p\u003e \u003cp\u003eReferences.\u003c\/p\u003e \u003cp\u003eIllustration and Table Credits.\u003c\/p\u003e \u003cp\u003eIndex.\u003c\/p\u003e","brand":"John Wiley \u0026 Sons Inc","offers":[{"title":"Default Title","offer_id":49402674118999,"sku":"9780471789048","price":99.86,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0817\/1739\/5799\/files\/9780471789048.jpg?v=1730481190","url":"https:\/\/bookcurl.com\/products\/structural-design-9780471789048","provider":"Book Curl","version":"1.0","type":"link"}