Structural elements design manual : working with Eurocodes / 2nd ed.
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作 者：Trevor Draycott, Peter Bullman.
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ISBN：9780750686686
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简介
Structural Elements Design Manual: Working With Eurocodes is the structural engineers 'companion volume' to the four Eurocodes on the structural use of timber, concrete, masonry and steelwork. For the student at higher technician or first degree level it provides a single source of information on the behaviour and practical design of the main elements of the building structure. With plenty of worked examples and diagrams, it is a useful textbook not only for students of structural and civil engineering, but also for those on courses in related subjects such as architecture, building and surveying whose studies include the design of structural elements. Trevor Draycott the former Buildings and Standards Manager with Lancashire County Council's Department of Property Services has 50 years experience in the construction industry. For 20 years he was also an associate lecturer in structures at Lancashire Polytechnic, now the University of Central Lancashire in Preston. For many years he served on the Institution of Structural Engineers, North West Branch, professional interview panel and the North West regional committee of the Timber Research and Development Association. Peter Bullman worked for Felix J Samuely and Partners, Taylor Woodrow Construction and Building Design Partnership before joining Bolton Institute, now the University of Bolton, as a lecturer in structural engineering. He has taught structural design on higher technician, degree and postgraduate courses, and has run courses to prepare engineers for the IStructE Chartered Membership examination.
* Acts as a reliable companion to the four Eurocodes, which take over from the current British Standards in 2010, on the structural use of timber, concrete, masonry and steelwork
* Covers the main elements in detail of building structure in a methodical format
* Uses calculations and practical examples to aid understanding
目录
Preface p. ix
General Matters p. 1
Introduction p. 1
Codes and Standards p. 2
Loads and Actions p. 4
Limit State Design Philosophy p. 8
Determining Loads on Individual Structural Elements p. 12
Structural Mechanics p. 21
Design of Beams for Bending Moment p. 23
Compression Members p. 31
Material Properties p. 33
Summary p. 33
Timber Elements p. 35
Structural Design of Timber p. 35
Timber Strength Classes p. 38
Variation of Timber Stiffness and Strength with Load Duration and Service Class p. 40
Solid Timber p. 41
Durability p. 42
Load Duration and Service Class: The kmod Factor for Design at ULS p. 45
Timber Strength at ULS p. 45
A Rule of Thumb for ULS Strength Checks p. 45
System Strength: The Ksys Factor for Design at ULS p. 47
Timber Beams and Joists p. 48
Bending ULS p. 48
Bearing ULS: Compression Perpendicular to the Grain at Support Bearings p. 51
Shear ULS p. 52
Deflection SLS p. 55
Engineered Timber Products and Connections p. 65
Compression Members: Timber Posts, Columns and Struts p. 67
References p. 73
Concrete Elements p. 75
Structural Design of Reinforced Concrete p. 75
Symbols p. 76
Material Properties p. 78
Reinforcing Bars p. 78
Concrete p. 79
Partial Safety Factors p. 81
Durability p. 81
Shape and Bulk of Concrete p. 82
Concrete Cover to the Reinforcement p. 82
Resistance to Fire p. 84
Minimum Cover to Reinforcement p. 86
Limits on Areas of Reinforcement and Bar Spacing p. 87
Minimum Reinforcement and Maximum Bar Spacing p. 87
Maximum Reinforcement and Minimum Bar Spacing p. 89
Flexural Members p. 89
Beams p. 89
Effective Span of Beams p. 89
Deep Beams p. 90
Slender Beams p. 90
Design of Beams for Bending ULS p. 90
Design of Beams for Shear ULS p. 98
Design of Beams for Deflection SLS p. 103
Design Summary for Beams p. 109
Slabs p. 109
Design of Slabs for Bending ULS p. 112
Design of Slabs for Shear ULS p. 112
Design of Slabs for Deflection SLS p. 113
Design of Slabs for Cracking SLS p. 113
Columns p. 116
Braced and Unbraced Columns p. 116
Short and Slender Columns p. 117
Maximum and Minimum Reinforcement in Columns p. 119
Short, Axially Loaded Columns p. 120
Columns with Bending Moment p. 122
Use of Column Design Charts p. 123
Design Summary for Short Braced Columns p. 128
References p. 129
Masonry Elements p. 131
Structural Design of Masonry p. 131
Symbols and Definitions p. 132
Materials p. 133
Bricks and Blocks p. 134
Mortar p. 138
Thin-Joint Masonry p. 140
Cavity Wall Ties p. 140
Damp Proof Courses p. 141
Material Properties p. 141
Compressive Strength of Masonry Units p. 141
Ultimate Compressive Strength of Masonry p. 143
Partial Safety Factors for Materials p. 145
Factors Influencing the Loadbearing Capacity of Masonry Members p. 146
Minimum Wall Thickness p. 146
Capacity Reduction Factor for Walls of Small Cross-Section Area 酶A p. 146
Lateral Restraint p. 146
Effective Length p. 148
Effective Thickness p. 148
Slenderness Ratio p. 150
Load Eccentricity p. 151
Calculation of Unit Strength and Mortar Grade Required to Carry a Vertical Load p. 157
Calculation of Unit Strength and Mortar Grade Required to Carry a Vertical Load Using the Simplified Method of EC6 Part 3 p. 167
Concentrated Loads p. 178
References p. 181
Steel Elements p. 183
Structural Design of Steel Elements p. 183
Symbols p. 187
Material Properties p. 189
Section Properties p. 191
Beams p. 206
Beam Bending ULS p. 207
Lateral Torsional Buckling p. 207
Bending Strength ULS of Laterally Restrained Beams p. 209
Bending Strength ULS of Laterally Unrestrained Beams p. 211
Beam Shear Strength ULS p. 224
Beam Resistance to Transverse Forces p. 227
Beam Deflection SLS p. 230
Fabricated Beams p. 236
Columns p. 238
Axially Loaded Columns p. 239
Axially Loaded Columns with Moments from Eccentric Loads p. 248
Column Baseplates p. 253
Connections p. 255
References p. 256
Index p. 257
General Matters p. 1
Introduction p. 1
Codes and Standards p. 2
Loads and Actions p. 4
Limit State Design Philosophy p. 8
Determining Loads on Individual Structural Elements p. 12
Structural Mechanics p. 21
Design of Beams for Bending Moment p. 23
Compression Members p. 31
Material Properties p. 33
Summary p. 33
Timber Elements p. 35
Structural Design of Timber p. 35
Timber Strength Classes p. 38
Variation of Timber Stiffness and Strength with Load Duration and Service Class p. 40
Solid Timber p. 41
Durability p. 42
Load Duration and Service Class: The kmod Factor for Design at ULS p. 45
Timber Strength at ULS p. 45
A Rule of Thumb for ULS Strength Checks p. 45
System Strength: The Ksys Factor for Design at ULS p. 47
Timber Beams and Joists p. 48
Bending ULS p. 48
Bearing ULS: Compression Perpendicular to the Grain at Support Bearings p. 51
Shear ULS p. 52
Deflection SLS p. 55
Engineered Timber Products and Connections p. 65
Compression Members: Timber Posts, Columns and Struts p. 67
References p. 73
Concrete Elements p. 75
Structural Design of Reinforced Concrete p. 75
Symbols p. 76
Material Properties p. 78
Reinforcing Bars p. 78
Concrete p. 79
Partial Safety Factors p. 81
Durability p. 81
Shape and Bulk of Concrete p. 82
Concrete Cover to the Reinforcement p. 82
Resistance to Fire p. 84
Minimum Cover to Reinforcement p. 86
Limits on Areas of Reinforcement and Bar Spacing p. 87
Minimum Reinforcement and Maximum Bar Spacing p. 87
Maximum Reinforcement and Minimum Bar Spacing p. 89
Flexural Members p. 89
Beams p. 89
Effective Span of Beams p. 89
Deep Beams p. 90
Slender Beams p. 90
Design of Beams for Bending ULS p. 90
Design of Beams for Shear ULS p. 98
Design of Beams for Deflection SLS p. 103
Design Summary for Beams p. 109
Slabs p. 109
Design of Slabs for Bending ULS p. 112
Design of Slabs for Shear ULS p. 112
Design of Slabs for Deflection SLS p. 113
Design of Slabs for Cracking SLS p. 113
Columns p. 116
Braced and Unbraced Columns p. 116
Short and Slender Columns p. 117
Maximum and Minimum Reinforcement in Columns p. 119
Short, Axially Loaded Columns p. 120
Columns with Bending Moment p. 122
Use of Column Design Charts p. 123
Design Summary for Short Braced Columns p. 128
References p. 129
Masonry Elements p. 131
Structural Design of Masonry p. 131
Symbols and Definitions p. 132
Materials p. 133
Bricks and Blocks p. 134
Mortar p. 138
Thin-Joint Masonry p. 140
Cavity Wall Ties p. 140
Damp Proof Courses p. 141
Material Properties p. 141
Compressive Strength of Masonry Units p. 141
Ultimate Compressive Strength of Masonry p. 143
Partial Safety Factors for Materials p. 145
Factors Influencing the Loadbearing Capacity of Masonry Members p. 146
Minimum Wall Thickness p. 146
Capacity Reduction Factor for Walls of Small Cross-Section Area 酶A p. 146
Lateral Restraint p. 146
Effective Length p. 148
Effective Thickness p. 148
Slenderness Ratio p. 150
Load Eccentricity p. 151
Calculation of Unit Strength and Mortar Grade Required to Carry a Vertical Load p. 157
Calculation of Unit Strength and Mortar Grade Required to Carry a Vertical Load Using the Simplified Method of EC6 Part 3 p. 167
Concentrated Loads p. 178
References p. 181
Steel Elements p. 183
Structural Design of Steel Elements p. 183
Symbols p. 187
Material Properties p. 189
Section Properties p. 191
Beams p. 206
Beam Bending ULS p. 207
Lateral Torsional Buckling p. 207
Bending Strength ULS of Laterally Restrained Beams p. 209
Bending Strength ULS of Laterally Unrestrained Beams p. 211
Beam Shear Strength ULS p. 224
Beam Resistance to Transverse Forces p. 227
Beam Deflection SLS p. 230
Fabricated Beams p. 236
Columns p. 238
Axially Loaded Columns p. 239
Axially Loaded Columns with Moments from Eccentric Loads p. 248
Column Baseplates p. 253
Connections p. 255
References p. 256
Index p. 257
Structural elements design manual : working with Eurocodes / 2nd ed.
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