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100			_e _e _aAmbrose, James E. _d _b4 _u _c0 _q16
110			_e _e _a _d _b _n _c _k
111			_a _a _d _b _n _c
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245		0	_a _aSimplified design of wood structures / _d _b _n _cJames Ambrose and Patrick Tripeny. _h6 _p
246			_a _a _b _n _i _f6 _p
249			_i _i _a
250			_6 _6 _aSixth edition. _b
260			_e _e _a _b _f _c _g
264			_3 _3 _aHoboken, N.J. : _d _bWiley, _c©2009;copyright 200946
300			_e _e _c23 cm _axvi, 398 pages : _billustrations
310			_a _a _b
321			_a _a _b
336			_b _atext _2rdacontent
337			_3 _30 _b _aunmediated _2rdamedia
338			_3 _30 _b _avolume _2rdacarrier
340			_2 _20 _g _n
344			_2 _2 _a0 _b
347			_2 _2 _a0
362			_a _a _b
385			_m _m _a2
410			_t _t _b _a _v
440			_p _p _a _x _v
490			_a _aParker/Ambrose series of simplified design guides _x _v
500			_a _aRev. ed. of: Simplified design of wood structures / Harry Parker. 5th ed. c1994. _d _b _c56
504			_a _aIncludes bibliographical references (p. 390-391) and index. _x
505			_a _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 Exa. _b _t _g _r
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520			_b _b _c _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. _u
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650			_x _x _aBuilding, Wooden.;Structural design. _d _b _z _y20 _v
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700			_i _i _tSimplified design of wood structures. _c _b _s1 _q _f _k40 _p _d1887- _eco-author. _aTripeny, Patrick,;Parker, Harry, _l _n6
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