{"product_id":"structural-design-a-practical-guide-for-architects-hardback-9780471789048","title":"Structural Design; A Practical Guide for Architects (Hardback) 9780471789048","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eStructural Design\u003c\/font\u003e\u003cbr\u003e\r\n\u003cfont size=\"5\"\u003eA Practical Guide for Architects\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\u003cp\u003e\u003cfont size=\"4\"\u003eJames R. Underwood (Author), Michele Chiuini (Author)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9780471789048, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eHardback, published 3 July 2007\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e816 pages, Photos: 35 B\u0026amp;W, 0 Color; Drawings: 575 B\u0026amp;W, 0 Color\u003cbr\u003e28.2 x 21.8 x 4.1 cm, 2.517 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003eWritten for the practicing architect, \u003ci\u003eStructural Design\u003c\/i\u003e addresses the process on both a conceptual and a mathematical level. Most importantly, it helps architects work with structural consultants and understand all the necessary considerations when designing structural systems. Using a minimum of simple math, this book shows you how to make correct design calculations for structures made from steel, wood, concrete, and masonry. What?s more, this edition has been completely updated to reflect the latest design methods and codes, including LRFD for steel design. The book was also re-designed for easy navigation. Essential principles, as well as structural solutions, are visually reinforced with hundreds of drawings, photographs, and other illustrations--making this book truly architect-friendly.\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\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\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Architecture [\u003ca title=\"See our other books on Architecture\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Architecture%20%5BAM%5D%22\"\u003eAM\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley","offers":[{"title":"Brand 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