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The gold-standard structural design reference, completely revised and updated with an all-new look Completely revised to reflect the latest standards and practices, Simplified Engineering for Architects and Builders, 13th Edition, is the go-to reference on structural design, giving architects and contractors a concise introduction to the structures commonly used for typical buildings. It presents primary concepts and calculations for the preliminary dimensioning of principal elements within a building design, focused on key principles of quantitative analysis and design of structural members.…mehr
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The gold-standard structural design reference, completely revised and updated with an all-new look Completely revised to reflect the latest standards and practices, Simplified Engineering for Architects and Builders, 13th Edition, is the go-to reference on structural design, giving architects and contractors a concise introduction to the structures commonly used for typical buildings. It presents primary concepts and calculations for the preliminary dimensioning of principal elements within a building design, focused on key principles of quantitative analysis and design of structural members. Structural design is an essential component of the architect's repertoire, and engineering principles are at the foundation of every sound structure. Architects need to understand the physics without excess math. This book covers fundamental concepts like forces, loading, and reactions, to teach how to estimate critical design loads and analyze for final proportions. It provides exactly what you need to quickly grasp the concepts and determine the best solutions to difficult design challenges. The thirteenth edition of Simplified Engineering for Architects and Builders includes: * Increased page size for improved visibility and usability * Newly revised wood, steel, and concrete construction sections allow easy comparison of the latest techniques and materials * Accompanying instructor manual with background discussion, solutions to exercises, additional study materials, and self-tests A leading reference for over 80 years, Simplified Engineering for Architects and Builders is the definitive guide to practical structural design, ideal for students in architecture, construction, building technology, and architectural engineering.
Produktdetails
- Produktdetails
- Verlag: John Wiley & Sons Inc
- Seitenzahl: 464
- Erscheinungstermin: 20. April 2025
- Englisch
- Gewicht: 666g
- ISBN-13: 9781119523055
- ISBN-10: 1119523052
- Artikelnr.: 60094378
- Verlag: John Wiley & Sons Inc
- Seitenzahl: 464
- Erscheinungstermin: 20. April 2025
- Englisch
- Gewicht: 666g
- ISBN-13: 9781119523055
- ISBN-10: 1119523052
- Artikelnr.: 60094378
James Ambrose (deceased), was an architect and structural engineer in California and Illinois. He was also a professor of architecture at the University of Southern California. Patrick Tripeny, MS, is Director at the Center for Teaching and Learning Excellence; Director Emeritus at the School of Architecture; Associate Dean for Undergraduate Studies; and Associate Professor at the University of Utah. He is the recipient of several teaching awards including the ACSA / AIAS New Faculty Teaching Award in 2001 and the University of Utah's Early Career Teaching Award in 2000-2001. Sharon Kuska, PhD, PE, LEED, AP, is a Professor of Architecture and Associate Dean for Faculty and Academic Programs in the College of Architecture at the University of Nebraska-Lincoln. She has been teaching courses in the College since 1986, with areas of interest including architectural structures, sustainable design, and women in design. With degrees in both architecture and engineering, Dr. Kuska is a licensed professional engineer and holds LEED AP certification. She was one of the DesignIntelligence 25 Most Admired Educators for 2016 and recipient of the College of Architecture Distinguished Teaching Award in 2021. She also co-authored Sustainometrics: Measuring Sustainability.
Preface to the Twelfth Edition xi Preface to the First Edition xv
Introduction 1 Part I FUNDAMENTAL FUNCTIONS OF STRUCTURES 9 1 Investigation
of Forces, Force Systems, Loading, and Reactions 11 1.1 Properties of
Forces 11 1.2 Static Equilibrium 15 1.3 Force Components and Combinations
16 1.4 Graphical Analysis of Concurrent Force Systems 21 1.5 Algebraic
Analysis of Nonconcurrent Force Systems 25 1.6 Laws of Equilibrium 29 1.7
Loads and Reactive Forces 32 1.8 Load Sources 36 1.9 Load Combinations 48
1.10 Determination of Design Loads 49 1.11 Design Methods 51 2
Investigation of Axial Force Actions 55 2.1 Forces and Stresses 55 2.2
Deformation 59 2.3 Suspension Cables 65 2.4 Funicular Arches 67 2.5
Graphical Analysis of Planar Trusses 70 2.6 Algebraic Analysis of Planar
Trusses 77 2.7 Cable-Stayed Structures 85 2.8 Compression Members 87 3
Investigation of Structures for Shear and Bending 92 3.1 Direct Shear
Stress 92 3.2 Shear in Beams 93 3.3 Bending Moments in Beams 98 3.4 Sense
of Bending in Beams 103 3.5 Tabulated Values for Beam Behavior 111 3.6
Development of Bending Resistance 115 3.7 Shear Stress in Beams 118 3.8
Continuous and Restrained Beams 123 3.9 Members Experiencing Compression
Plus Bending 138 3.10 Rigid Frames 148 3.11 Buckling of Beams 157 3.12
Second-Order Analysis 3.13 Computer Software for Structural Analysis 4
Structural Systems and Planning 161 4.1 General Considerations for
Structural Systems 162 4.2 Shear Wall and Diaphragm Structural System 165
4.3 Braced Frame Systems 166 4.4 Moment Frame Systems 168 4.5 Wood
Construction 170 4.6 Steel Construction 176 4.7 Concrete Construction 182
Part II WOOD CONSTRUCTION 189 5 Wood Spanning Elements 191 5.1 Structural
Lumber 192 5.2 Reference Design Values for Allowable Stress Design 193 5.3
Design Controls for Load and Resistance Factor Design 202 5.4 Design for
Bending 204 5.5 Beam Shear 207 5.6 Bearing 208 5.7 Deflection 210 5.8
Behavior Considerations for LRFD 214 5.9 Joists and Rafters 222 5.10
Decking for Roofs and Floors 226 5.11 Plywood 227 5.12 Glued-Laminated
Products 231 5.13 Wood Fiber Products 232 5.14 Assembled Wood Structural
Products 233 6 Wood Columns 236 6.1 Slenderness Ratio for Columns 237 6.2
Compression Capacity of Simple Solid Columns, ASD Method 237 6.3 Column
Load Capacity, LRFD Method 245 6.4 Stud Wall Construction 247 6.5 Columns
with Bending 249 7 Connections for Wood Structures 258 7.1 Bolted Joints
258 7.2 Nailed Joints 260 7.3 Plywood Gussets 264 7.4 Investigation of
Connections, LRFD Method 264 7.5 Formed Steel Framing Elements 265 Part III
STEEL CONSTRUCTION 269 8 Steel Structural Products 271 8.1 Design Methods
for Steel Structures 271 8.2 Materials for Steel Products 273 8.3 Types of
Steel Structural Products 276 9 Steel Beams and Framing Elements 282 9.1
Factors in Beam Design 282 9.2 Inelastic Versus Elastic Behavior 284 9.3
Nominal Moment Capacity of Steel Beams 291 9.4 Design for Bending 299 9.5
Design of Beams for Buckling Failure 304 9.6 Shear in Steel Beams 307 9.7
Deflection of Beams 313 9.8 Safe Load Tables 322 9.9 Steel Trusses 333 9.10
Manufactured Trusses for Flat Spans 335 9.11 Decks with Steel Framing 343
9.12 Concentrated Load Effects on Beams 345 10 Steel Columns and Frames 348
10.1 Column Shapes 348 10.2 Column Slenderness and End Conditions 350 10.3
Safe Axial Loads for Steel Columns 351 10.4 Design of Steel Columns 357
10.5 Columns with Bending 368 10.6 Column Framing and Connections 372 11
Bolted Connections for Steel Structures 375 11.1 Bolted Connections 375
11.2 Design of a Bolted Connection 387 11.3 Bolted Framing Connections 393
11.4 Bolted Truss Connections 395 12 Light-Gage Formed Steel Structures 399
12.1 Light-Gage Steel Products 399 12.2 Light-Gage Steel Decks 400 12.3
Light-Gage Steel Systems 405 Part IV CONCRETE CONSTRUCTION 407 13
Reinforced Concrete Structures 409 13.1 General Considerations 409 13.2
General Application of Strength Methods 417 13.3 Beams: Ultimate Strength
Method 417 13.4 Beams in Site-Cast Systems 431 13.5 Spanning Slabs 446 13.6
Shear in Beams 452 13.7 Development Length for Reinforcement 467 13.8
Deflection Control 477 14 Flat-Spanning Concrete Systems 479 14.1
Slab-and-Beam Systems 480 14.2 General Considerations for Beams 488 15
Concrete Columns and Compression Members 492 15.1 Effects of Compression
Force 493 15.2 General Considerations for Concrete Columns 496 15.3 Design
Methods and Aids for Concrete Columns 506 15.4 Special Considerations for
Concrete Columns 515 16 Foundations 522 16.1 Shallow Bearing Foundations
522 16.2 Wall Footings 523 16.3 Column Footings 532 16.4 Pedestals 541 Part
V STRUCTURAL SYSTEMS FOR BUILDINGS 545 17 General Considerations for
Building Structures 547 17.1 Choice of Building Construction 547 17.2
Structural Design Standards 548 17.3 Structural Design Process 549 17.4
Development of Structural Systems 550 18 Building One 554 18.1 General
Considerations 554 18.2 Design of the Wood Structure for Gravity Loads 555
18.3 Design for Lateral Loads 560 18.4 Alternative Steel and Masonry
Structure 572 18.5 Alternative Truss Roof 578 18.6 Foundations 580 19
Building Two 583 19.1 Design for Gravity Loads 585 19.2 Design for Lateral
Loads 588 19.3 Alternative Steel and Masonry Structure 590 20 Building
Three 593 20.1 General Considerations 593 20.2 Structural Alternatives 597
20.3 Design of the Steel Structure 599 20.4 Alternative Floor Construction
with Trusses 608 20.5 Design of the Trussed Bent for Wind 612 20.6
Considerations for a Steel Rigid Frame 617 20.7 Considerations for a
Masonry Wall Structure 618 20.8 The Concrete Structure 624 20.9 Design of
the Foundations 648 Appendix A: Properties of Sections 651 A.1 Centroids
651 A.2 Moment of Inertia 654 A.3 Transferring Moments of Inertia 658 A.4
Miscellaneous Properties 662 A.5 Tables of Properties of Sections 665
Glossary 686 References 697 Index 699
Introduction 1 Part I FUNDAMENTAL FUNCTIONS OF STRUCTURES 9 1 Investigation
of Forces, Force Systems, Loading, and Reactions 11 1.1 Properties of
Forces 11 1.2 Static Equilibrium 15 1.3 Force Components and Combinations
16 1.4 Graphical Analysis of Concurrent Force Systems 21 1.5 Algebraic
Analysis of Nonconcurrent Force Systems 25 1.6 Laws of Equilibrium 29 1.7
Loads and Reactive Forces 32 1.8 Load Sources 36 1.9 Load Combinations 48
1.10 Determination of Design Loads 49 1.11 Design Methods 51 2
Investigation of Axial Force Actions 55 2.1 Forces and Stresses 55 2.2
Deformation 59 2.3 Suspension Cables 65 2.4 Funicular Arches 67 2.5
Graphical Analysis of Planar Trusses 70 2.6 Algebraic Analysis of Planar
Trusses 77 2.7 Cable-Stayed Structures 85 2.8 Compression Members 87 3
Investigation of Structures for Shear and Bending 92 3.1 Direct Shear
Stress 92 3.2 Shear in Beams 93 3.3 Bending Moments in Beams 98 3.4 Sense
of Bending in Beams 103 3.5 Tabulated Values for Beam Behavior 111 3.6
Development of Bending Resistance 115 3.7 Shear Stress in Beams 118 3.8
Continuous and Restrained Beams 123 3.9 Members Experiencing Compression
Plus Bending 138 3.10 Rigid Frames 148 3.11 Buckling of Beams 157 3.12
Second-Order Analysis 3.13 Computer Software for Structural Analysis 4
Structural Systems and Planning 161 4.1 General Considerations for
Structural Systems 162 4.2 Shear Wall and Diaphragm Structural System 165
4.3 Braced Frame Systems 166 4.4 Moment Frame Systems 168 4.5 Wood
Construction 170 4.6 Steel Construction 176 4.7 Concrete Construction 182
Part II WOOD CONSTRUCTION 189 5 Wood Spanning Elements 191 5.1 Structural
Lumber 192 5.2 Reference Design Values for Allowable Stress Design 193 5.3
Design Controls for Load and Resistance Factor Design 202 5.4 Design for
Bending 204 5.5 Beam Shear 207 5.6 Bearing 208 5.7 Deflection 210 5.8
Behavior Considerations for LRFD 214 5.9 Joists and Rafters 222 5.10
Decking for Roofs and Floors 226 5.11 Plywood 227 5.12 Glued-Laminated
Products 231 5.13 Wood Fiber Products 232 5.14 Assembled Wood Structural
Products 233 6 Wood Columns 236 6.1 Slenderness Ratio for Columns 237 6.2
Compression Capacity of Simple Solid Columns, ASD Method 237 6.3 Column
Load Capacity, LRFD Method 245 6.4 Stud Wall Construction 247 6.5 Columns
with Bending 249 7 Connections for Wood Structures 258 7.1 Bolted Joints
258 7.2 Nailed Joints 260 7.3 Plywood Gussets 264 7.4 Investigation of
Connections, LRFD Method 264 7.5 Formed Steel Framing Elements 265 Part III
STEEL CONSTRUCTION 269 8 Steel Structural Products 271 8.1 Design Methods
for Steel Structures 271 8.2 Materials for Steel Products 273 8.3 Types of
Steel Structural Products 276 9 Steel Beams and Framing Elements 282 9.1
Factors in Beam Design 282 9.2 Inelastic Versus Elastic Behavior 284 9.3
Nominal Moment Capacity of Steel Beams 291 9.4 Design for Bending 299 9.5
Design of Beams for Buckling Failure 304 9.6 Shear in Steel Beams 307 9.7
Deflection of Beams 313 9.8 Safe Load Tables 322 9.9 Steel Trusses 333 9.10
Manufactured Trusses for Flat Spans 335 9.11 Decks with Steel Framing 343
9.12 Concentrated Load Effects on Beams 345 10 Steel Columns and Frames 348
10.1 Column Shapes 348 10.2 Column Slenderness and End Conditions 350 10.3
Safe Axial Loads for Steel Columns 351 10.4 Design of Steel Columns 357
10.5 Columns with Bending 368 10.6 Column Framing and Connections 372 11
Bolted Connections for Steel Structures 375 11.1 Bolted Connections 375
11.2 Design of a Bolted Connection 387 11.3 Bolted Framing Connections 393
11.4 Bolted Truss Connections 395 12 Light-Gage Formed Steel Structures 399
12.1 Light-Gage Steel Products 399 12.2 Light-Gage Steel Decks 400 12.3
Light-Gage Steel Systems 405 Part IV CONCRETE CONSTRUCTION 407 13
Reinforced Concrete Structures 409 13.1 General Considerations 409 13.2
General Application of Strength Methods 417 13.3 Beams: Ultimate Strength
Method 417 13.4 Beams in Site-Cast Systems 431 13.5 Spanning Slabs 446 13.6
Shear in Beams 452 13.7 Development Length for Reinforcement 467 13.8
Deflection Control 477 14 Flat-Spanning Concrete Systems 479 14.1
Slab-and-Beam Systems 480 14.2 General Considerations for Beams 488 15
Concrete Columns and Compression Members 492 15.1 Effects of Compression
Force 493 15.2 General Considerations for Concrete Columns 496 15.3 Design
Methods and Aids for Concrete Columns 506 15.4 Special Considerations for
Concrete Columns 515 16 Foundations 522 16.1 Shallow Bearing Foundations
522 16.2 Wall Footings 523 16.3 Column Footings 532 16.4 Pedestals 541 Part
V STRUCTURAL SYSTEMS FOR BUILDINGS 545 17 General Considerations for
Building Structures 547 17.1 Choice of Building Construction 547 17.2
Structural Design Standards 548 17.3 Structural Design Process 549 17.4
Development of Structural Systems 550 18 Building One 554 18.1 General
Considerations 554 18.2 Design of the Wood Structure for Gravity Loads 555
18.3 Design for Lateral Loads 560 18.4 Alternative Steel and Masonry
Structure 572 18.5 Alternative Truss Roof 578 18.6 Foundations 580 19
Building Two 583 19.1 Design for Gravity Loads 585 19.2 Design for Lateral
Loads 588 19.3 Alternative Steel and Masonry Structure 590 20 Building
Three 593 20.1 General Considerations 593 20.2 Structural Alternatives 597
20.3 Design of the Steel Structure 599 20.4 Alternative Floor Construction
with Trusses 608 20.5 Design of the Trussed Bent for Wind 612 20.6
Considerations for a Steel Rigid Frame 617 20.7 Considerations for a
Masonry Wall Structure 618 20.8 The Concrete Structure 624 20.9 Design of
the Foundations 648 Appendix A: Properties of Sections 651 A.1 Centroids
651 A.2 Moment of Inertia 654 A.3 Transferring Moments of Inertia 658 A.4
Miscellaneous Properties 662 A.5 Tables of Properties of Sections 665
Glossary 686 References 697 Index 699
Preface to the Twelfth Edition xi Preface to the First Edition xv
Introduction 1 Part I FUNDAMENTAL FUNCTIONS OF STRUCTURES 9 1 Investigation
of Forces, Force Systems, Loading, and Reactions 11 1.1 Properties of
Forces 11 1.2 Static Equilibrium 15 1.3 Force Components and Combinations
16 1.4 Graphical Analysis of Concurrent Force Systems 21 1.5 Algebraic
Analysis of Nonconcurrent Force Systems 25 1.6 Laws of Equilibrium 29 1.7
Loads and Reactive Forces 32 1.8 Load Sources 36 1.9 Load Combinations 48
1.10 Determination of Design Loads 49 1.11 Design Methods 51 2
Investigation of Axial Force Actions 55 2.1 Forces and Stresses 55 2.2
Deformation 59 2.3 Suspension Cables 65 2.4 Funicular Arches 67 2.5
Graphical Analysis of Planar Trusses 70 2.6 Algebraic Analysis of Planar
Trusses 77 2.7 Cable-Stayed Structures 85 2.8 Compression Members 87 3
Investigation of Structures for Shear and Bending 92 3.1 Direct Shear
Stress 92 3.2 Shear in Beams 93 3.3 Bending Moments in Beams 98 3.4 Sense
of Bending in Beams 103 3.5 Tabulated Values for Beam Behavior 111 3.6
Development of Bending Resistance 115 3.7 Shear Stress in Beams 118 3.8
Continuous and Restrained Beams 123 3.9 Members Experiencing Compression
Plus Bending 138 3.10 Rigid Frames 148 3.11 Buckling of Beams 157 3.12
Second-Order Analysis 3.13 Computer Software for Structural Analysis 4
Structural Systems and Planning 161 4.1 General Considerations for
Structural Systems 162 4.2 Shear Wall and Diaphragm Structural System 165
4.3 Braced Frame Systems 166 4.4 Moment Frame Systems 168 4.5 Wood
Construction 170 4.6 Steel Construction 176 4.7 Concrete Construction 182
Part II WOOD CONSTRUCTION 189 5 Wood Spanning Elements 191 5.1 Structural
Lumber 192 5.2 Reference Design Values for Allowable Stress Design 193 5.3
Design Controls for Load and Resistance Factor Design 202 5.4 Design for
Bending 204 5.5 Beam Shear 207 5.6 Bearing 208 5.7 Deflection 210 5.8
Behavior Considerations for LRFD 214 5.9 Joists and Rafters 222 5.10
Decking for Roofs and Floors 226 5.11 Plywood 227 5.12 Glued-Laminated
Products 231 5.13 Wood Fiber Products 232 5.14 Assembled Wood Structural
Products 233 6 Wood Columns 236 6.1 Slenderness Ratio for Columns 237 6.2
Compression Capacity of Simple Solid Columns, ASD Method 237 6.3 Column
Load Capacity, LRFD Method 245 6.4 Stud Wall Construction 247 6.5 Columns
with Bending 249 7 Connections for Wood Structures 258 7.1 Bolted Joints
258 7.2 Nailed Joints 260 7.3 Plywood Gussets 264 7.4 Investigation of
Connections, LRFD Method 264 7.5 Formed Steel Framing Elements 265 Part III
STEEL CONSTRUCTION 269 8 Steel Structural Products 271 8.1 Design Methods
for Steel Structures 271 8.2 Materials for Steel Products 273 8.3 Types of
Steel Structural Products 276 9 Steel Beams and Framing Elements 282 9.1
Factors in Beam Design 282 9.2 Inelastic Versus Elastic Behavior 284 9.3
Nominal Moment Capacity of Steel Beams 291 9.4 Design for Bending 299 9.5
Design of Beams for Buckling Failure 304 9.6 Shear in Steel Beams 307 9.7
Deflection of Beams 313 9.8 Safe Load Tables 322 9.9 Steel Trusses 333 9.10
Manufactured Trusses for Flat Spans 335 9.11 Decks with Steel Framing 343
9.12 Concentrated Load Effects on Beams 345 10 Steel Columns and Frames 348
10.1 Column Shapes 348 10.2 Column Slenderness and End Conditions 350 10.3
Safe Axial Loads for Steel Columns 351 10.4 Design of Steel Columns 357
10.5 Columns with Bending 368 10.6 Column Framing and Connections 372 11
Bolted Connections for Steel Structures 375 11.1 Bolted Connections 375
11.2 Design of a Bolted Connection 387 11.3 Bolted Framing Connections 393
11.4 Bolted Truss Connections 395 12 Light-Gage Formed Steel Structures 399
12.1 Light-Gage Steel Products 399 12.2 Light-Gage Steel Decks 400 12.3
Light-Gage Steel Systems 405 Part IV CONCRETE CONSTRUCTION 407 13
Reinforced Concrete Structures 409 13.1 General Considerations 409 13.2
General Application of Strength Methods 417 13.3 Beams: Ultimate Strength
Method 417 13.4 Beams in Site-Cast Systems 431 13.5 Spanning Slabs 446 13.6
Shear in Beams 452 13.7 Development Length for Reinforcement 467 13.8
Deflection Control 477 14 Flat-Spanning Concrete Systems 479 14.1
Slab-and-Beam Systems 480 14.2 General Considerations for Beams 488 15
Concrete Columns and Compression Members 492 15.1 Effects of Compression
Force 493 15.2 General Considerations for Concrete Columns 496 15.3 Design
Methods and Aids for Concrete Columns 506 15.4 Special Considerations for
Concrete Columns 515 16 Foundations 522 16.1 Shallow Bearing Foundations
522 16.2 Wall Footings 523 16.3 Column Footings 532 16.4 Pedestals 541 Part
V STRUCTURAL SYSTEMS FOR BUILDINGS 545 17 General Considerations for
Building Structures 547 17.1 Choice of Building Construction 547 17.2
Structural Design Standards 548 17.3 Structural Design Process 549 17.4
Development of Structural Systems 550 18 Building One 554 18.1 General
Considerations 554 18.2 Design of the Wood Structure for Gravity Loads 555
18.3 Design for Lateral Loads 560 18.4 Alternative Steel and Masonry
Structure 572 18.5 Alternative Truss Roof 578 18.6 Foundations 580 19
Building Two 583 19.1 Design for Gravity Loads 585 19.2 Design for Lateral
Loads 588 19.3 Alternative Steel and Masonry Structure 590 20 Building
Three 593 20.1 General Considerations 593 20.2 Structural Alternatives 597
20.3 Design of the Steel Structure 599 20.4 Alternative Floor Construction
with Trusses 608 20.5 Design of the Trussed Bent for Wind 612 20.6
Considerations for a Steel Rigid Frame 617 20.7 Considerations for a
Masonry Wall Structure 618 20.8 The Concrete Structure 624 20.9 Design of
the Foundations 648 Appendix A: Properties of Sections 651 A.1 Centroids
651 A.2 Moment of Inertia 654 A.3 Transferring Moments of Inertia 658 A.4
Miscellaneous Properties 662 A.5 Tables of Properties of Sections 665
Glossary 686 References 697 Index 699
Introduction 1 Part I FUNDAMENTAL FUNCTIONS OF STRUCTURES 9 1 Investigation
of Forces, Force Systems, Loading, and Reactions 11 1.1 Properties of
Forces 11 1.2 Static Equilibrium 15 1.3 Force Components and Combinations
16 1.4 Graphical Analysis of Concurrent Force Systems 21 1.5 Algebraic
Analysis of Nonconcurrent Force Systems 25 1.6 Laws of Equilibrium 29 1.7
Loads and Reactive Forces 32 1.8 Load Sources 36 1.9 Load Combinations 48
1.10 Determination of Design Loads 49 1.11 Design Methods 51 2
Investigation of Axial Force Actions 55 2.1 Forces and Stresses 55 2.2
Deformation 59 2.3 Suspension Cables 65 2.4 Funicular Arches 67 2.5
Graphical Analysis of Planar Trusses 70 2.6 Algebraic Analysis of Planar
Trusses 77 2.7 Cable-Stayed Structures 85 2.8 Compression Members 87 3
Investigation of Structures for Shear and Bending 92 3.1 Direct Shear
Stress 92 3.2 Shear in Beams 93 3.3 Bending Moments in Beams 98 3.4 Sense
of Bending in Beams 103 3.5 Tabulated Values for Beam Behavior 111 3.6
Development of Bending Resistance 115 3.7 Shear Stress in Beams 118 3.8
Continuous and Restrained Beams 123 3.9 Members Experiencing Compression
Plus Bending 138 3.10 Rigid Frames 148 3.11 Buckling of Beams 157 3.12
Second-Order Analysis 3.13 Computer Software for Structural Analysis 4
Structural Systems and Planning 161 4.1 General Considerations for
Structural Systems 162 4.2 Shear Wall and Diaphragm Structural System 165
4.3 Braced Frame Systems 166 4.4 Moment Frame Systems 168 4.5 Wood
Construction 170 4.6 Steel Construction 176 4.7 Concrete Construction 182
Part II WOOD CONSTRUCTION 189 5 Wood Spanning Elements 191 5.1 Structural
Lumber 192 5.2 Reference Design Values for Allowable Stress Design 193 5.3
Design Controls for Load and Resistance Factor Design 202 5.4 Design for
Bending 204 5.5 Beam Shear 207 5.6 Bearing 208 5.7 Deflection 210 5.8
Behavior Considerations for LRFD 214 5.9 Joists and Rafters 222 5.10
Decking for Roofs and Floors 226 5.11 Plywood 227 5.12 Glued-Laminated
Products 231 5.13 Wood Fiber Products 232 5.14 Assembled Wood Structural
Products 233 6 Wood Columns 236 6.1 Slenderness Ratio for Columns 237 6.2
Compression Capacity of Simple Solid Columns, ASD Method 237 6.3 Column
Load Capacity, LRFD Method 245 6.4 Stud Wall Construction 247 6.5 Columns
with Bending 249 7 Connections for Wood Structures 258 7.1 Bolted Joints
258 7.2 Nailed Joints 260 7.3 Plywood Gussets 264 7.4 Investigation of
Connections, LRFD Method 264 7.5 Formed Steel Framing Elements 265 Part III
STEEL CONSTRUCTION 269 8 Steel Structural Products 271 8.1 Design Methods
for Steel Structures 271 8.2 Materials for Steel Products 273 8.3 Types of
Steel Structural Products 276 9 Steel Beams and Framing Elements 282 9.1
Factors in Beam Design 282 9.2 Inelastic Versus Elastic Behavior 284 9.3
Nominal Moment Capacity of Steel Beams 291 9.4 Design for Bending 299 9.5
Design of Beams for Buckling Failure 304 9.6 Shear in Steel Beams 307 9.7
Deflection of Beams 313 9.8 Safe Load Tables 322 9.9 Steel Trusses 333 9.10
Manufactured Trusses for Flat Spans 335 9.11 Decks with Steel Framing 343
9.12 Concentrated Load Effects on Beams 345 10 Steel Columns and Frames 348
10.1 Column Shapes 348 10.2 Column Slenderness and End Conditions 350 10.3
Safe Axial Loads for Steel Columns 351 10.4 Design of Steel Columns 357
10.5 Columns with Bending 368 10.6 Column Framing and Connections 372 11
Bolted Connections for Steel Structures 375 11.1 Bolted Connections 375
11.2 Design of a Bolted Connection 387 11.3 Bolted Framing Connections 393
11.4 Bolted Truss Connections 395 12 Light-Gage Formed Steel Structures 399
12.1 Light-Gage Steel Products 399 12.2 Light-Gage Steel Decks 400 12.3
Light-Gage Steel Systems 405 Part IV CONCRETE CONSTRUCTION 407 13
Reinforced Concrete Structures 409 13.1 General Considerations 409 13.2
General Application of Strength Methods 417 13.3 Beams: Ultimate Strength
Method 417 13.4 Beams in Site-Cast Systems 431 13.5 Spanning Slabs 446 13.6
Shear in Beams 452 13.7 Development Length for Reinforcement 467 13.8
Deflection Control 477 14 Flat-Spanning Concrete Systems 479 14.1
Slab-and-Beam Systems 480 14.2 General Considerations for Beams 488 15
Concrete Columns and Compression Members 492 15.1 Effects of Compression
Force 493 15.2 General Considerations for Concrete Columns 496 15.3 Design
Methods and Aids for Concrete Columns 506 15.4 Special Considerations for
Concrete Columns 515 16 Foundations 522 16.1 Shallow Bearing Foundations
522 16.2 Wall Footings 523 16.3 Column Footings 532 16.4 Pedestals 541 Part
V STRUCTURAL SYSTEMS FOR BUILDINGS 545 17 General Considerations for
Building Structures 547 17.1 Choice of Building Construction 547 17.2
Structural Design Standards 548 17.3 Structural Design Process 549 17.4
Development of Structural Systems 550 18 Building One 554 18.1 General
Considerations 554 18.2 Design of the Wood Structure for Gravity Loads 555
18.3 Design for Lateral Loads 560 18.4 Alternative Steel and Masonry
Structure 572 18.5 Alternative Truss Roof 578 18.6 Foundations 580 19
Building Two 583 19.1 Design for Gravity Loads 585 19.2 Design for Lateral
Loads 588 19.3 Alternative Steel and Masonry Structure 590 20 Building
Three 593 20.1 General Considerations 593 20.2 Structural Alternatives 597
20.3 Design of the Steel Structure 599 20.4 Alternative Floor Construction
with Trusses 608 20.5 Design of the Trussed Bent for Wind 612 20.6
Considerations for a Steel Rigid Frame 617 20.7 Considerations for a
Masonry Wall Structure 618 20.8 The Concrete Structure 624 20.9 Design of
the Foundations 648 Appendix A: Properties of Sections 651 A.1 Centroids
651 A.2 Moment of Inertia 654 A.3 Transferring Moments of Inertia 658 A.4
Miscellaneous Properties 662 A.5 Tables of Properties of Sections 665
Glossary 686 References 697 Index 699