Structural design : a practical guide for architects. / Rod Underwood, Michele Chiuini. txt

Por:

Underwood, James R

Colaborador(es):

Chiuini, Michele

Hoboken, N.J. : Wiley, 2007Edición: 2nd edDescripción: xxi, 792 p. ; ill. ; maps ; 29 cmTipo de contenido:

text

Tipo de medio:

unmediaded

Tipo de soporte:

volume

ISBN:

9780471789048
0471789046

Tema(s):

Clasificación CDD:

624.1/771 22

Clasificación LoC:

TA658 U53 2007

Contenidos:

1 Loads -- 1.1 Gravity loads -- 1.2 Tributary areas -- 1.3 Lateral loads ? Wind and Earthquakes -- 1.3.1 Structural systems for lateral loads -- 1.3.2 Lateral loads: Wind -- 1.3.3 Wind design criteria -- 1.3.3.1 General building design ? UBC Methodology -- 1.4 Lateral loads: Earthquake -- 1.4.1 Earthquake resistant construction -- 1.4.2 Earthquake design ? equivalent lateral force procedure -- 1.4.3 Base shear force distribution -- 1.5 Loading conditions -- 2. LFRD (load factor resistance) Design -- 2.1 Load combinations -- 2.2 Resistance factors -- 2.3 Working stress vs. LFRD design -- 2.4 Elastic section modulus and Plastic section modulus -- 2.5 Shape factor -- PART ONE: STEEL -- 3 Materials and Properties -- 3.1 Structural properties of steel -- 3.2 Allowable stress -- 3.3 Yield stress -- 3.4 Standard shapes -- 3.5 Fire considerations -- 3.6 Surface finishes -- 4 Structural elements and systems -- 4.1 Member types -- 4.2 System selection -- 4.2.1 Spatial requirements -- 4.2.2 Expansion -- 4.2.3 Integration of systems -- 4.2.4 Ease of erection/construction -- 4.2.5 Fire resistance -- 4.2.6 Soil conditions -- 4.2.7 Spans and loadings -- 4.3 Low-rise frame systems -- 4.2.1 Spatial requirements -- 4.2.2 Expansion -- 4.3.3 Erection of the system -- 4.3.4 Miscellaneous considerations -- 4.4 Medium and high rise systems -- 4.5 Architectural considerations -- STEEL BENDING SYSTEMS -- 5 Pre-engineered systems -- 5.1 Open-web steel joist -- 5.1.1 Bridging -- 5.2 Steel decks -- 6 Steel beams -- 6.1 Beam theory -- 6.2 Beams in structural systems -- 6.2.1 LFRD beam design -- 7. Lateral stability in beams -- 7.1 Conditions of stability -- 8 Supports -- 8.1 Bearing plates for beams and columns -- 8.2 Design of bearing plates -- 8.3 Column base plates -- 8.4 Design of column base plates -- 9 Web yielding and crippling -- 9.1 Localized failure of components -- 10 Built-up beams -- 10.1 Built-up sections -- 10.2 Connection and length of cover plates -- 10.3 Holes in the web and in the flanges -- STEEL AXIALLY LOADED SYSTEMS -- 11 Columns -- 11.1 Column Theory -- 11.2 Built-up columns -- 11.2.1 Design -- 11.3 Columns with unequal braced lengths -- 12 Tension Members -- 12.1 Types of tensions members -- 12.2 Basic design -- 12.3 Connection of tension members -- STEEL COMBINED SYSTEMS -- 13 Combined Axial Loading and Bending. -- 13.1 Basic considerations and procedure -- 13.2 Sloped "beams" -- 14 Trusses -- 14.1 General Comments -- 14.2 Design considerations -- 14.3 Truss analysis -- STEEL CONNECTIONS -- 15 Bolted connections -- 15.1 Engineering principles -- 15.2 Types of bolted connections -- 15.3 Bolts -- 15.4 Design of connections -- 16 Welded connections -- 16.1 Welding and types of welded joints -- 16.2 Stresses in welds -- 16.3 Framed beam connections -- PART TWO: WOOD -- 17 Materials & Properties -- 17.1 Physical properties -- 17.2 Density and weight of wood -- 17.3 Protection from decay and fire -- 17.4 Design values -- 17.5 Size classifications -- 17.6 Adjustment factors -- 17.7 Engineered wood products -- 18 Wood structures in Architecture -- 18.1 Construction and architectural philosophies -- 18.2 The architect's responsibility in structural wood design -- 18.3 Selection and configuration of wood systems -- 18.4 Fire protection and sound insulation -- 18.4.1 Traditional light framing -- 18.4.2 Post-and-beam systems -- 18.5 Long-span systems -- 18.5.1 Axial load and bending in roof systems -- 18.5.2 Frames and arches -- 18.6 Bracing -- WOOD BENDING SYSTEMS -- 19 Roof and Floor systems -- 19.1 Floor framing -- 19.2 Joist design -- 19.3 Adjustment factors -- 19.4 Engineered joist -- 19.4.1 I joist -- 19.4.2 Trussed joists -- 19.4.3 Structural composite lumber -- 19.5 Subfloors -- 19.6 Fire protection and sound insulation -- 19.7 Roof construction -- 19.8 Bearing and stress concentration -- 19.9 Notched bending members -- 20 Sheathing and diaphragm design -- 20.1 Diaphragm construction -- 20.2 Shearwalls -- 20.3 Composite bending members -- 20.4 Plywood structural properties -- 20.5 Box beam design -- 21 Timber and laminated timber beams -- 21.1 Timber beams -- 21.2 Built-up beams -- 21.3 Laminated timber beams -- 21.4 Design of laminated timber beams -- 21.5 Types of structures using glulam -- WOOD AXIALLY LOADED MEMBERS -- 22 Compression and tension members -- 22.1 Types of compression and tension members -- 22.2 Design procedure for solid columns -- 22.3 Built-up and spaced column design -- 22.4 Tension members -- 22.5 Axial compression and bending -- 22.6 Axial tension and bending -- WOOD COMBINED SYSTEMS -- 23 Timber truss design -- 23.1 Truss types -- 23.2 Deflection and camber -- 23.3 General design procedure -- 23.3.1 Preliminary design -- 23.3.2 Final design -- 24 Arches, vaults and domes -- 24.1 Two and three-hinged arches -- 24.2 Preliminary design of laminated timber arches -- 24.3 Construction of timber arches -- 24.4 Domes and vaulted roofs -- WOOD CONNECTIONS -- 25 Connections -- 25.1 Connecting wood members -- 25.2 Nails and spikes -- 25.2.1 Adjustment factors and design values -- 25.3 Adhesives -- 25.3.1 Synthetic thermoset -- 25.3.2 Synthetic thermoplastic -- 25.4 Glue line stresses: rolling shear -- 25.5 Bolts -- 25.6 Lag screws -- 25.7 Wood screws -- 25.8 Split ring and shear plate connectors -- 25.9 Design of shear plate and split ring connections -- WOOD SPECIAL SYSTEMS -- 26 Permanent wood foundations -- 26.1 Types of wood foundations -- 26.2 Permanent wood foundation -- 26.3 Design of footing foundations -- 26.4 Basement walls -- PART THREE: REINFORCED CONCRETE (R/C) -- 27 Materials and properties -- 27.1 Structural concrete materials -- 27.1.1 Cement -- 27.1.2 Water -- 27.1.3 Aggregate -- 27.1.4 Admixtures -- 27.2 Structural concrete properties -- 27.2.1 Workability -- 27.2.2 Weight -- 27.2.3 Strength -- 27.2.4 Creep -- 27.2.5 Fire resistance -- 27.2.6 Shrinkage -- 27.2.7 Hardness -- 27.2.8 Porosity -- 27.2.9 Durability -- 27.3 Reinforcing steel -- 27.3.1 Tensile strength for bending member -- 27.3.2 Resistance to shrinkage stresses -- 27.3.3 Ductility (mode of failure) -- 27.4 Fiber reinforced concrete -- 27.5 Placement of concrete -- 27.5.1 Vibrating -- 27.5.2 Screeding -- 27.5.3 Floating -- 27.5.4 Darbying -- 27.5.5 Trowelling -- 27.5.6 Curing -- 27.5.7 Finishes -- 28 Reinforced concrete in architecture -- 28.1 Structural forms -- 28.2 Structural design issues -- 28.3 System selection -- R/C BENDING MEMBERS -- 29 Beams strength theory -- 29.1 Stress and strain in flexural members -- 29.2 Beam design formula -- 30 Beam design -- 30.1 Design for bending moment -- 30.2 Development of reinforcement -- 31 Shear in beams -- 31.1 Shear strength of concrete -- 31.2 Design of shear reinforcement -- 32 Slabs -- 32.1 Flat spanning systems -- 32.1.1 One-way spanning -- 31.1.2 Two-way spanning -- 31.1.3 Slabs without beams 32.2 Flat slab design -- 32.3 Slab on grade -- 32.4 Composite sections -- 33 Deflection -- 33.1 Creep and deflection -- 33.2 Deflection computations -- 34 Footings -- 34.1 Foundation design criteria -- 34.2 Footings -- 34.3 Design procedure of footings -- 34.4 Peripheral shear -- 34.5 Rectangular footings -- 34.6 Simple wall footings -- R/C AXIALLY LOADED MEMBERS -- 35 Columns -- 35.1 Construction of R/C columns -- 35.2 Design method -- 36 Walls -- 36.1 Concrete wall types -- 36.2 Design requirements for vertical loads -- 36.3 Walls designed as compression members -- 36.4 Horizontal forces in basement walls -- 36.5 Retaining walls -- 36.5.1 Backfill and drainage -- 36.6 Shear walls -- R/C CONNECTIONS -- 37 Anchorage and embedment -- 37.1 Connections of footings and vertical structure -- 37.2 Anchors -- 37.3 Bearing pressures -- 37.4 Concrete supports -- R/C SPECIAL SYSTEMS -- 38 Prestressed and precast concrete -- 38.1 Prestressed concrete -- 38.2 Construction techniques -- 38.2.2 Prestressed concrete -- 38.2.2 Posttensioned concrete -- 38.3 Precast concrete shapes -- PART FOUR: MASONRY -- 39 Materials and properties -- 39.1 Masonry units -- 39.2 Mortar and grout -- 39.3 Mortar strength -- 39.4 Construction -- 39.4.1 Joints -- 39.4.2 Grout -- 39.5 Design requirements -- 39.5.1 Solid walls -- 39.5.2 Cavity walls -- 39.6 Expansion/control joints and reinforcing -- 39.6.1 Anchorage -- 39.7 Flashing -- 40 Structural systems -- 40.1 Masonry construction -- 40.2 System selection -- 40.3 Masonry systems -- MASONRY AXIALLY LOADED MEMBERS -- 41 Empirical design of walls -- 41.1 Limitations of empirical design -- 41.2 Working stress -- 41.3 Lateral stability and shear walls -- 41.4 Unsupported height or length -- 41.5 Wall thickness -- 41.6 Lateral support and shear walls -- 42 Working stress method -- 42.1 Unreinforced masonry -- 42.2 Bearing and concentrated loads -- 42.3 Design of shear walls -- 42.3.1 Unreinforced shear walls -- 42.3.2 Reinforced shear walls -- 42.4 Reinforced walls -- 42.5 Column and pilaster construction -- 42.6 Column design --

Resumen: "Approaching structural design from the viewpoint of a practicing architect, Structural Design, Second Edition is a comprehensive guide to the conceptual and practical underpinnings of basic building design and technology. It addresses structures on both a conceptual and numerical level, providing essential coverage of the integral relationships of structural/architectural form and spatial organization, and an understanding of the impact of load configurations and other key determinants of design. Basic principles, as well as structural solutions, are visually reinforced with numerous architectural drawings, photographs, and other illustrations, making this book truly architect-friendly."--Jacket.

Existencias
Imagen de cubierta	Tipo de ítem	Biblioteca actual	Biblioteca de origen	Colección	Ubicación en estantería	Signatura topográfica	Materiales especificados	Info Vol	URL	Copia número	Estado	Notas	Fecha de vencimiento	Código de barras	Reserva de ítems	Prioridad de la cola de reserva de ejemplar	Reservas para cursos
	Libro	CARIBET Biblioteca Arquitectura Colección General CARIBET				General TA658 U53 2007 (Navegar estantería(Abre debajo))				1	Disponible			91000000016741

Total de reservas: 0

Descripciones mejoradas de Syndetics:

Written for the practicing architect, Structural Design 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.

Includes bibliographical references (p. 781-784) and index.

1 Loads --
1.1 Gravity loads --
1.2 Tributary areas --
1.3 Lateral loads ? Wind and Earthquakes --
1.3.1 Structural systems for lateral loads --
1.3.2 Lateral loads: Wind --
1.3.3 Wind design criteria --
1.3.3.1 General building design ? UBC Methodology --
1.4 Lateral loads: Earthquake --
1.4.1 Earthquake resistant construction --
1.4.2 Earthquake design ? equivalent lateral force procedure --
1.4.3 Base shear force distribution --
1.5 Loading conditions --
2. LFRD (load factor resistance) Design --
2.1 Load combinations --
2.2 Resistance factors --
2.3 Working stress vs. LFRD design --
2.4 Elastic section modulus and Plastic section modulus --
2.5 Shape factor --
PART ONE: STEEL --
3 Materials and Properties --
3.1 Structural properties of steel --
3.2 Allowable stress --
3.3 Yield stress --
3.4 Standard shapes --
3.5 Fire considerations --
3.6 Surface finishes --
4 Structural elements and systems --
4.1 Member types --
4.2 System selection --
4.2.1 Spatial requirements --
4.2.2 Expansion --
4.2.3 Integration of systems --
4.2.4 Ease of erection/construction --
4.2.5 Fire resistance --
4.2.6 Soil conditions --
4.2.7 Spans and loadings --
4.3 Low-rise frame systems --
4.2.1 Spatial requirements --
4.2.2 Expansion --
4.3.3 Erection of the system --
4.3.4 Miscellaneous considerations --
4.4 Medium and high rise systems --
4.5 Architectural considerations --
STEEL BENDING SYSTEMS --
5 Pre-engineered systems --
5.1 Open-web steel joist --
5.1.1 Bridging --
5.2 Steel decks --
6 Steel beams --
6.1 Beam theory --
6.2 Beams in structural systems --
6.2.1 LFRD beam design --
7. Lateral stability in beams --
7.1 Conditions of stability --
8 Supports --
8.1 Bearing plates for beams and columns --
8.2 Design of bearing plates --
8.3 Column base plates --
8.4 Design of column base plates --
9 Web yielding and crippling --
9.1 Localized failure of components --
10 Built-up beams --
10.1 Built-up sections --
10.2 Connection and length of cover plates --
10.3 Holes in the web and in the flanges --
STEEL AXIALLY LOADED SYSTEMS --
11 Columns --
11.1 Column Theory --
11.2 Built-up columns --
11.2.1 Design --
11.3 Columns with unequal braced lengths --
12 Tension Members --
12.1 Types of tensions members --
12.2 Basic design --
12.3 Connection of tension members --
STEEL COMBINED SYSTEMS --
13 Combined Axial Loading and Bending. --
13.1 Basic considerations and procedure --
13.2 Sloped "beams" --
14 Trusses --
14.1 General Comments --
14.2 Design considerations --
14.3 Truss analysis --
STEEL CONNECTIONS --
15 Bolted connections --
15.1 Engineering principles --
15.2 Types of bolted connections --
15.3 Bolts --
15.4 Design of connections --
16 Welded connections --
16.1 Welding and types of welded joints --
16.2 Stresses in welds --
16.3 Framed beam connections --
PART TWO: WOOD --
17 Materials & Properties --
17.1 Physical properties --
17.2 Density and weight of wood --
17.3 Protection from decay and fire --
17.4 Design values --
17.5 Size classifications --
17.6 Adjustment factors --
17.7 Engineered wood products --
18 Wood structures in Architecture --
18.1 Construction and architectural philosophies --
18.2 The architect's responsibility in structural wood design --
18.3 Selection and configuration of wood systems --
18.4 Fire protection and sound insulation --
18.4.1 Traditional light framing --
18.4.2 Post-and-beam systems --
18.5 Long-span systems --
18.5.1 Axial load and bending in roof systems --
18.5.2 Frames and arches --
18.6 Bracing --
WOOD BENDING SYSTEMS --
19 Roof and Floor systems --
19.1 Floor framing --
19.2 Joist design --
19.3 Adjustment factors --
19.4 Engineered joist --
19.4.1 I joist --
19.4.2 Trussed joists --
19.4.3 Structural composite lumber --
19.5 Subfloors --
19.6 Fire protection and sound insulation --
19.7 Roof construction --
19.8 Bearing and stress concentration --
19.9 Notched bending members --
20 Sheathing and diaphragm design --
20.1 Diaphragm construction --
20.2 Shearwalls --
20.3 Composite bending members --
20.4 Plywood structural properties --
20.5 Box beam design --
21 Timber and laminated timber beams --
21.1 Timber beams --
21.2 Built-up beams --
21.3 Laminated timber beams --
21.4 Design of laminated timber beams --
21.5 Types of structures using glulam --
WOOD AXIALLY LOADED MEMBERS --
22 Compression and tension members --
22.1 Types of compression and tension members --
22.2 Design procedure for solid columns --
22.3 Built-up and spaced column design --
22.4 Tension members --
22.5 Axial compression and bending --
22.6 Axial tension and bending --
WOOD COMBINED SYSTEMS --
23 Timber truss design --
23.1 Truss types --
23.2 Deflection and camber --
23.3 General design procedure --
23.3.1 Preliminary design --
23.3.2 Final design --
24 Arches, vaults and domes --
24.1 Two and three-hinged arches --
24.2 Preliminary design of laminated timber arches --
24.3 Construction of timber arches --
24.4 Domes and vaulted roofs --
WOOD CONNECTIONS --
25 Connections --
25.1 Connecting wood members --
25.2 Nails and spikes --
25.2.1 Adjustment factors and design values --
25.3 Adhesives --
25.3.1 Synthetic thermoset --
25.3.2 Synthetic thermoplastic --
25.4 Glue line stresses: rolling shear --
25.5 Bolts --
25.6 Lag screws --
25.7 Wood screws --
25.8 Split ring and shear plate connectors --
25.9 Design of shear plate and split ring connections --
WOOD SPECIAL SYSTEMS --
26 Permanent wood foundations --
26.1 Types of wood foundations --
26.2 Permanent wood foundation --
26.3 Design of footing foundations --
26.4 Basement walls --
PART THREE: REINFORCED CONCRETE (R/C) --
27 Materials and properties --
27.1 Structural concrete materials --
27.1.1 Cement --
27.1.2 Water --
27.1.3 Aggregate --
27.1.4 Admixtures --
27.2 Structural concrete properties --
27.2.1 Workability --
27.2.2 Weight --
27.2.3 Strength --
27.2.4 Creep --
27.2.5 Fire resistance --
27.2.6 Shrinkage --
27.2.7 Hardness --
27.2.8 Porosity --
27.2.9 Durability --
27.3 Reinforcing steel --
27.3.1 Tensile strength for bending member --
27.3.2 Resistance to shrinkage stresses --
27.3.3 Ductility (mode of failure) --
27.4 Fiber reinforced concrete --
27.5 Placement of concrete --
27.5.1 Vibrating --
27.5.2 Screeding --
27.5.3 Floating --
27.5.4 Darbying --
27.5.5 Trowelling --
27.5.6 Curing --
27.5.7 Finishes --
28 Reinforced concrete in architecture --
28.1 Structural forms --
28.2 Structural design issues --
28.3 System selection --
R/C BENDING MEMBERS --
29 Beams strength theory --
29.1 Stress and strain in flexural members --
29.2 Beam design formula --
30 Beam design --
30.1 Design for bending moment --
30.2 Development of reinforcement --
31 Shear in beams --
31.1 Shear strength of concrete --
31.2 Design of shear reinforcement --
32 Slabs --
32.1 Flat spanning systems --
32.1.1 One-way spanning --
31.1.2 Two-way spanning --
31.1.3 Slabs without beams
32.2 Flat slab design --
32.3 Slab on grade --
32.4 Composite sections --
33 Deflection --
33.1 Creep and deflection --
33.2 Deflection computations --
34 Footings --
34.1 Foundation design criteria --
34.2 Footings --
34.3 Design procedure of footings --
34.4 Peripheral shear --
34.5 Rectangular footings --
34.6 Simple wall footings --
R/C AXIALLY LOADED MEMBERS --
35 Columns --
35.1 Construction of R/C columns --
35.2 Design method --
36 Walls --
36.1 Concrete wall types --
36.2 Design requirements for vertical loads --
36.3 Walls designed as compression members --
36.4 Horizontal forces in basement walls --
36.5 Retaining walls --
36.5.1 Backfill and drainage --
36.6 Shear walls --
R/C CONNECTIONS --
37 Anchorage and embedment --
37.1 Connections of footings and vertical structure --
37.2 Anchors --
37.3 Bearing pressures --
37.4 Concrete supports --
R/C SPECIAL SYSTEMS --
38 Prestressed and precast concrete --
38.1 Prestressed concrete --
38.2 Construction techniques --
38.2.2 Prestressed concrete --
38.2.2 Posttensioned concrete --
38.3 Precast concrete shapes --
PART FOUR: MASONRY --
39 Materials and properties --
39.1 Masonry units --
39.2 Mortar and grout --
39.3 Mortar strength --
39.4 Construction --
39.4.1 Joints --
39.4.2 Grout --
39.5 Design requirements --
39.5.1 Solid walls --
39.5.2 Cavity walls --
39.6 Expansion/control joints and reinforcing --
39.6.1 Anchorage --
39.7 Flashing --
40 Structural systems --
40.1 Masonry construction --
40.2 System selection --
40.3 Masonry systems --
MASONRY AXIALLY LOADED MEMBERS --
41 Empirical design of walls --
41.1 Limitations of empirical design --
41.2 Working stress --
41.3 Lateral stability and shear walls --
41.4 Unsupported height or length --
41.5 Wall thickness --
41.6 Lateral support and shear walls --
42 Working stress method --
42.1 Unreinforced masonry --
42.2 Bearing and concentrated loads --
42.3 Design of shear walls --
42.3.1 Unreinforced shear walls --
42.3.2 Reinforced shear walls --
42.4 Reinforced walls --
42.5 Column and pilaster construction --
42.6 Column design --

"Approaching structural design from the viewpoint of a practicing architect, Structural Design, Second Edition is a comprehensive guide to the conceptual and practical underpinnings of basic building design and technology. It addresses structures on both a conceptual and numerical level, providing essential coverage of the integral relationships of structural/architectural form and spatial organization, and an understanding of the impact of load configurations and other key determinants of design. Basic principles, as well as structural solutions, are visually reinforced with numerous architectural drawings, photographs, and other illustrations, making this book truly architect-friendly."--Jacket.

Notas de autor provistas por Syndetics

Rod Underwood , Professor of Architecture at Ball State University, Indiana, is a graduate of Purdue University in civil engineering and Ball State University in architecture. He has been a registered architect and registered Structural Engineer since 1971. His areas of expertise include structural design and architectural design.

Michele Chiuini is Professor of Architecture at Ball State University, Indiana, where he teaches structural design and architectural design. He is a registered Structural Engineer in Italy, and he has practiced in Italy, England, and the United States.

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