Simplified Design of Wood Structures 6th Edition [Kõva köide]

  • Formaat: Hardback, 416 pages, kõrgus x laius x paksus: 222x141x27 mm, kaal: 608 g, Illustrations
  • Sari: Parker/Ambrose Series of Simplified Design Guides
  • Ilmumisaeg: 11-Feb-2009
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 0470187840
  • ISBN-13: 9780470187845
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  • Formaat: Hardback, 416 pages, kõrgus x laius x paksus: 222x141x27 mm, kaal: 608 g, Illustrations
  • Sari: Parker/Ambrose Series of Simplified Design Guides
  • Ilmumisaeg: 11-Feb-2009
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 0470187840
  • ISBN-13: 9780470187845
Teised raamatud teemal:
From the Publisher: No architect's education would be complete without a basic understanding of how structures respond to the action of forces and how these forces affect the performance of various building material (wood, steel, concrete, etc.). In continuous publication for over sixty years, this standard guide to structural design with wood has now been updated to include current design practices, standards, and consideration of new wood products.

No architect's education would be complete without a basic understanding of how structures respond to the action of forces and how these forces affect the performance of various building material (wood, steel, concrete, etc.). In continous publication for over 60 years, this standard guide to structural design with wood has now been updated to include current design practices, standards, and consideration of new wood products. Now covering the LRFD method of structural design in addition to the ASD method, expanded treatment of wood products besides sawn lumber, and with more examples and exercise problems, this edition stands as a valuable resource that no architect or builder should be without. The Parker/Ambrose Series of Simplified Design Guides has been providing students with simple, concise solutions to common structural and environmental design problems for more than seven decades.
Preface to the Sixth Edition xi
Preface to the First Edition xv
Introduction 1(11)
Structural Uses of Wood
12(8)
Sources of Wood
13(1)
Tree Growth
13(1)
Density of Wood
14(1)
Defects in Lumber
15(1)
Seasoning of Wood
16(1)
Nominal and Dressed Sizes
17(1)
Use Classification of Structural Lumber
17(1)
Grading of Structural Lumber
18(1)
Fabricated Wood Products
18(2)
Design Issues and Methods
20(7)
Design Goals
20(3)
Methods of Investigation and Design
23(2)
Choice of Design Method
25(2)
Structural Investigation
27(9)
General Concerns
27(1)
Forces and Loads
28(2)
Direct Stress
30(1)
Kinds of Stress
31(1)
Deformation
32(1)
Elastic Response and Limit
32(1)
Inelastic Behavior and Ultimate Strength
33(1)
Modulus of Elasticity
33(2)
Permissible Values for Design
35(1)
Design Data and Criteria
36(14)
General Concerns
36(1)
Reference Design Values for Allowable Stress Design (ASD)
37(4)
Adjustment of Design Values
41(4)
Modification for Loading with Relation to Grain Direction
45(2)
Design Controls for LRFD
47(3)
Beam Functions
50(36)
General Considerations
50(2)
Moments
52(5)
Beam Loads and Reaction Forces
57(3)
Beam Shear
60(5)
Bending Moment
65(13)
Tabulated Values for Beam Behavior
78(4)
Multiple-Span Beams
82(4)
Behavior of Beams
86(31)
Shear in Beams
86(7)
Bending in Beams
93(4)
Deflection
97(4)
Bearing
101(2)
Buckling of Beams
103(2)
Unsymmetrical Bending
105(4)
Behavior Considerations for LRFD
109(8)
Design of Beams
117(12)
Design Procedure
117(1)
Beam Design Examples
118(3)
Joists and Rafters
121(5)
Alternative Spanning Elements
126(3)
Wood Decks
129(6)
Board Decks
129(3)
Wood Fiber Decks
132(1)
Plywood Decks
132(1)
Spanning Capability of Decks
133(2)
Wood Columns
135(31)
Slenderness Ratio for Columns
135(1)
Compression Capacity of Simple Solid Columns
136(9)
Column Load Capacity, LRFD
145(2)
Round Columns
147(1)
Stud Wall Construction
148(2)
Spaced Columns
150(4)
Built-Up Columns
154(1)
Columns with Bending
155(11)
Connections for Wood Structures
166(30)
Bolted Joints
166(10)
Nailed Joints
176(3)
Screws
179(2)
Mechanically Driven Fasteners
181(1)
Shear Developers
181(1)
Split-Ring Connectors
182(7)
Formed Steel Framing Elements
189(3)
Concrete and Masonry Anchors
192(1)
Plywood Gussets
192(2)
Investigation of Connections, LRFD
194(2)
Trusses
196(30)
General Considerations
196(3)
Types of Trusses
199(1)
Bracing for Trusses
199(2)
Loads on Trusses
201(2)
Investigation for Internal Forces in Planar Trusses
203(18)
Design Forces for Truss Members
221(1)
Combined Actions in Truss Members
221(1)
Truss Members and Joints
222(1)
Timber Trusses
223(1)
Manufactured Trusses
224(2)
Miscellaneous Wood Products and Elements
226(20)
Engineered Wood Products
226(1)
Glued Laminated Structural Members
227(2)
Structural Composite Lumber
229(2)
Wood Structural Panels
231(1)
Plywood
232(5)
Prefabricated Wood I-Joists
237(1)
Built-Up Panel and Lumber Beams
238(1)
Flitched Beams
239(5)
Pole Structures
244(2)
Wood Structures for Lateral Bracing
246(42)
Application of Wind and Earthquake Forces
247(3)
Horizontal Diaphragms
250(12)
Vertical Diaphragms (Shear Walls)
262(8)
Investigation and Design of Wood-Framed Shear Walls
270(7)
Trussed Bracing for Wood Frames
277(7)
Special Lateral Bracing
284(4)
General Considerations for Building Structures
288(18)
Choice of Building Construction
288(1)
Structural Design Standards
289(1)
Loads for Structural Design
289(1)
Dead Loads
290(2)
Building Code Requirements for Structures
292(2)
Live Loads
294(3)
Lateral Loads (Wind and Earthquake)
297(4)
Load Combinations and Factors
301(1)
Determination of Design Loads
302(1)
Structural Planning
302(1)
Building Systems Integration
303(1)
Economics
303(3)
Building Design Examples
306(48)
Building One: Single-Story Light Wood Frame
307(20)
Building Two: Multistory Light Wood Frame
327(7)
Building Three: Masonry and Timber Structure
334(17)
Building Four: Steel and Wood Structure
351(3)
Appendix A: Properties of Sections 354(15)
Appendix B: Study Aids 369(12)
Appendix C: Answers to Problems 381(6)
Glossary 387(3)
References 390(3)
Index 393
James Ambrose is Editor of the Parker/Ambrose Series of Simplified Design Guides. He has practiced as an architect in California and Illinois, and as a structural engineer in Illinois. He was professor of architecture at the University of Southern California. Patrick Tripeny is an Associate Professor and the Director of the School of Architecture at the University of Utah.?He is a licensed architect in California, where he practiced architecture before returning to academia. He has been the recipient of a number of teaching awards at the local and national level for his work in teaching structures and design.

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