000			06071cam a2200385 a 4500
003			BUC
005			20220914042251.0
008			191214s2009 njua g b 001 0 eng d
010			_a2008018990
020			_a9780470187845 (cloth)
020			_a0470187840 (cloth)
040			_aBADR UNIVERSITY IN CAIRO _cBADR UNIVERSITY IN CAIRO _beng _erda
041			_aeng
050	0	0	_aTH1101 _b.P37 2009
082	0	0	_a721.0448 _222 _bAJS
100	1		_aAmbrose, James E.
245	1	0	_aSimplified design of wood structures / _cJames Ambrose and Patrick Tripeny.
250			_a6th ed.
260			_aHoboken, N.J. : _bWiley, _cc2009.
300			_axvi, 398 p. : _bill. ; _c23 cm.
336			_a36
490	0		_aParker/Ambrose series of simplified design guides
500			_a.Rev. ed. of: Simplified design of wood structures / Harry Parker. 5th ed. c1994
504			_a.Includes bibliographical reference :p. (390-391 ) and index
505			_aPreface to the sixth edition -- Preface to the first edition -- Introduction -- 1: Structural Uses Of Wood -- 1-1: Sources of wood -- 1-2: Tree growth -- 1-3: Density of wood -- 1-4: Defects in lumber -- 1-5: Seasoning of wood -- 1-6: Nominal and dressed sizes -- 1-7: Use classification of structural lumber -- 1-8: Grading of structural lumber -- 1-9: Fabricated wood products -- 2: Design Issues And Methods -- 2-1: Design goals -- 2-2: Methods of investigation and design -- 2-3: Choice of design method -- 3: Structural Investigation -- 3-1: General concerns -- 3-2: Forces and loads -- 3-3: Direct stress -- 3-4: Kinds of stress -- 3-5: Deformation -- 3-6: Elastic response and limit -- 3-7: Inelastic behavior and ultimate strength -- 3-8: Modulus of elasticity -- 3-9: Permissible values for design -- 4: Design Data And Criteria -- 4-1: General concerns -- 4-2: Reference design values for allowable stress design (ASD) -- 4-3: Adjustment of design values -- 4-4: Modification for loading with relation to grain direction -- 4-5: Design controls for LRFD -- 5: Beam Functions -- 5-1: General considerations -- 5-2: Moments -- 5-3: Beam loads and reaction forces -- 5-4: Beam shear -- 5-5: Bending moment -- 5-6: Tabulated values for beam behavior -- 5-7: Multiple-span beams -- 6: Behavior Of Beams -- 6-1: Shear in beams -- 6-2: Bending in beams -- 6-3: Deflection -- 6-4: Bearing -- 6-5: Buckling of beams -- 6-6: Unsymmetrical bending -- 6-7: Behavior considerations for LRFD -- 7: Design Of Beams -- 7-1: Design procedure -- 7-2: Beam design examples -- 7-3: Joists and rafters -- 7-4: Alternative spanning elements -- 8: Wood Decks -- 8-1: Board decks -- 8-2: Wood fiber decks -- 8-3: Plywood decks -- 8-4: Spanning capability of decks -- 9: Wood Columns -- 9-1: Slenderness ratio for columns -- 9-2: Compression capacity of simple solid columns -- 9-3: Column load capacity, LRFD -- 9-4: Round columns -- 9-5: Stud wall construction -- 9-6: Spaced columns -- 9-7: Built-up columns -- 9-8: Columns with bending -- 10: Connections For Wood Structures -- 10-1: Bolted joints -- 10-2: Nailed joints -- 10-3: Screws -- 10-4: Mechanically driven fasteners -- 10-5: Shear developers -- 10-6: Split-ring connectors -- 10-7: Formed steel framing elements -- 10-8: Concrete and masonry anchors -- 10-9: Plywood gussets -- 10-10: Investigation of connections, LRFD -- 11: Trusses -- 11-1: General considerations -- 11-2: Types of trusses -- 11-3: Bracing for trusses -- 11-4: Loads on trusses -- 11-5: Investigation for internal forces in planar trusses -- 11-6: Design forces for truss members -- 11-7: Combined actions in truss members -- 11-8: Truss members and joints -- 11-9: Timber trusses -- 11-10: Manufactured trusses -- 12: Miscellaneous Wood Products And Elements -- 12-1: Engineered wood products -- 12-2: Glued laminated structural members -- 12-3: Structural composite lumber -- 12-4: Wood structural panels -- 12-5: Plywood -- 12-6: Prefabricated wood I-joists -- 12-7: Built-up panel and lumber beams -- 12-8: Flitched beams -- 12-9: Pole structures -- 13: Wood Structures For Lateral Bracing -- 13-1: Application of wind and earthquake forces -- 13-2: Horizontal diaphragms -- 13-3: Vertical diaphragms (shear walls) -- 13-4: Investigation and design of wood-framed shear walls -- 13-5: Trussed bracing for wood frames -- 13-6: Special lateral bracing -- 14: General Considerations For Building Structures -- 14-1: Choice of building construction -- 14-2: Structural design standards -- 14-3: Loads for structural design -- 14-4: Dead loads -- 14-5: Building code requirements for structures -- 14-6: Live loads -- 14-7: Lateral loads (wind and earthquake) -- 14-8: Load combinations and factors -- 14-9: Determination of design loads -- 14-10: Structural planning -- 14-11: Building systems integration -- 14-12: Economics -- 15: Building Design Examples -- 15-1: Building one: Single-story light wood frame -- 15-2: Building two: Multistory light wood frame -- 15-3: Building three: Masonry and timber structure -- 15-4: Building four: Steel and wood structure -- Appendix A: Properties of sections -- Appendix B: Study aids -- Appendix C: Answers to problems -- Glossary -- References -- Index.
520			_aFrom 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.
650		0	_aBuilding, Wooden.
650		0	_aStructural design.
700	1		_aParker, Harry, _d1887- _tSimplified design of wood structures.
700	1		_aTripeny, Patrick.
856			_uhttp://www.loc.gov/catdir/toc/ecip0817/2008018990.html
902			_aN.Tolba
942			_2ddc _cBK
999			_c256 _d256