Principles of Structural Design
Wood, Steel, and Concrete, Second Edition
2nd Edition
Published on 22. April 2014
Book
Hardback
528 pages
978-1-4665-5231-9 (ISBN)
Description
A structural design book with a code-connected focus, Principles of Structural Design: Wood, Steel, and Concrete, Second Edition introduces the principles and practices of structural design. This book covers the section properties, design values, reference tables, and other design aids required to accomplish complete structural designs in accordance with the codes.
What's New in This Edition:
Reflects all the latest revised codes and standards
The text material has been thoroughly reviewed and expanded, including a new chapter on concrete design
Suitable for combined design coursework in wood, steel, and concrete
Includes all essential material-the section properties, design values, reference tables, and other design aids required to accomplish complete structural designs according to the codes
This book uses the LRFD basis of design for all structures
This updated edition has been expanded into 17 chapters and is divided into four parts. The first section of the book explains load and resistance factor design, and explores a unified approach to design. The second section covers wood design and specifically examines wood structures. It highlights sawn lumber, glued laminated timber, and structural composite/veneer lumber. The third section examines steel structures. It addresses the AISC 2010 revisions to the sectional properties of certain structural elements, as well as changes in the procedure to design the slip-critical connection. The final section includes a chapter on T beams and introduces doubly reinforced beams.
Principles of Structural Design: Wood, Steel, and Concrete, Second Edition was designed to be used for joint coursework in wood, steel, and concrete design.
What's New in This Edition:
Reflects all the latest revised codes and standards
The text material has been thoroughly reviewed and expanded, including a new chapter on concrete design
Suitable for combined design coursework in wood, steel, and concrete
Includes all essential material-the section properties, design values, reference tables, and other design aids required to accomplish complete structural designs according to the codes
This book uses the LRFD basis of design for all structures
This updated edition has been expanded into 17 chapters and is divided into four parts. The first section of the book explains load and resistance factor design, and explores a unified approach to design. The second section covers wood design and specifically examines wood structures. It highlights sawn lumber, glued laminated timber, and structural composite/veneer lumber. The third section examines steel structures. It addresses the AISC 2010 revisions to the sectional properties of certain structural elements, as well as changes in the procedure to design the slip-critical connection. The final section includes a chapter on T beams and introduces doubly reinforced beams.
Principles of Structural Design: Wood, Steel, and Concrete, Second Edition was designed to be used for joint coursework in wood, steel, and concrete design.
Reviews / Votes
"From design loads determination and building codes, to various design philosophies, to load distribution and load paths, the student is given a road-map for designing a structure that answers their common question of 'where do I begin?'... It is concise and focuses on applications rather than extensive theoretical background and current research..."--Caesar Abi Shdid, Ph.D., P.E., Lebanese American University, Beirut, Lebanon
"...a valuable source that provides efficient and authoritative guidance for students learning the fundamentals of codes and standards in structural material design."
--Dr. Peggi L. Clouston, University of Massachusetts, Amherst, USA
"... a comprehensive book covering design criteria, computation of loads, and design of structural members and connections using steel, concrete, and wood. When tied with structural analysis and modeling tools, the book provides the reader with a path for understanding and designing structural systems."
--Prof. S. D. Rajan, Arizona State University, Phoenix, USA
More details
Edition
2nd New edition
Language
English
Place of publication
Bosa Roca
United States
Publishing group
Taylor & Francis Inc
Target group
College/higher education
Professional and scholarly
Edition type
New edition
Illustrations
150 s/w Abbildungen, 137 s/w Tabellen
approx 467 equations; 137 Tables, black and white; 150 Illustrations, black and white
Dimensions
Height: 254 mm
Width: 178 mm
Weight
1139 gr
ISBN-13
978-1-4665-5231-9 (9781466552319)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
New editions
Book
06/2019
3rd Edition
CRC Press
€174.50
Shipment within 10-20 days
Previous edition
Book
08/2010
1st Edition
CRC Press
€138.16
Article exhausted; check for reprint
Person
Ram S. Gupta earned a master's in engineering from the Indian Institute of Technology (IIT), Roorkee, India, and a PhD from Polytechnic University, New York. He is a registered professional engineer in Rhode Island and Massachusetts, and is currently working as a professor of engineering at Roger Williams University (RWU), Bristol, Rhode Island. Dr. Gupta is president of Delta Engineers Inc., a Rhode Island-based consulting company. Besides contributing to a very large number of research papers, Dr. Gupta has authored three books including Principles of Structural Design: Wood, Steel, and Concrete (Taylor & Francis Group, Boca Raton, FL, 2010).
Content
<P><EM>Section I?Design Loads</EM></P><STRONG>
<P>Design Criteria</P></STRONG>
<P>Classification of Buildings</P>
<P>Building Codes</P>
<P>Standard Unit Loads</P>
<P>Tributary Area</P>
<P>Working Stress Design, Strength Design, and Unified Design of Structures</P>
<P>Elastic and Plastic Designs</P>
<P>Combinations of Loads</P>
<P>Other Loads</P>
<P>Continuous Load Path for Structural Integrity</P>
<P>Problems</P><STRONG>
<P>Primary Loads: Dead Loads and Live Loads</P></STRONG>
<P>Dead Loads</P>
<P>Live Loads</P>
<P>Floor Live Loads</P>
<P>Other Provisions for Floor Live Loads</P>
<P>Roof Live Loads, L<SUB>r</P></SUB>
<P>Problems</P><STRONG>
<P>Snow Loads</P></STRONG>
<P>Introduction</P>
<P>Minimum Snow Load for Low-Slope Roofs</P>
<P>Balanced Snow Load</P>
<P>Rain-on-Snow Surcharge</P>
<P>Partial Loading of the Balanced Snow Load</P>
<P>Unbalanced across the Ridge Snow Load</P>
<P>Snow Drift from a Higher to a Lower Roof</P>
<P>Sliding Snow Load on Lower Roof</P>
<P>Sliding Snow Load on Separated Structures</P>
<P>Problems</P><STRONG>
<P>Wind Loads</P></STRONG>
<P>Introduction</P>
<P>Definition of Terms</P>
<P>Procedures for MWFRS</P>
<P>Simplified Procedure for MWFRS for Low-Rise Buildings</P>
<P>Procedures for Components and Cladding</P>
<P>Simplified Procedure for Components and Cladding for</P>
<P>Low-Rise Buildings</P>
<P>Problems</P><STRONG>
<P>Earthquake Loads</P></STRONG>
<P>Seismic Forces</P>
<P>Seismic Design Procedures</P>
<P>Definitions</P>
<P>Ground Motion Response Accelerations</P>
<P>Importance Factor, I</P>
<P>Seismic Design Categories</P>
<P>Exemptions from Seismic Designs</P>
<P>Equivalent Lateral Force Procedure to Determine Seismic Force</P>
<P>Distribution of Seismic Forces</P>
<P>Design Earthquake Load</P>
<P>Soil-Structure Interaction</P>
<P>Problems</P><I>
<P>Section II?Wood Structures</P></I><STRONG>
<P>Wood Specifications</P></STRONG>
<P>Engineering Properties of Sawn Lumber</P>
<P>Reference Design Values for Sawn Lumber</P>
<P>Adjustments to the Reference Design Values for Sawn Lumber</P>
<P>Load Resistance Factor Design with Wood</P>
<P>Structural Glued Laminated Timber</P>
<P>Reference Design Values for Glued Laminated Timber</P>
<P>Adjustment Factors for Glued Laminated Timber</P>
<P>Structural Composite Lumber</P>
<P>Summary of Adjustment Factors</P>
<P>Problems</P><STRONG>
<P>Flexure and Axially Loaded Wood Structures</P></STRONG>
<P>Introduction</P>
<P>Design of Beams</P>
<P>Bending Criteria of Design</P>
<P>Beam Stability Factor, C<SUB>L</P></SUB>
<P>Shear Criteria</P>
<P>Deflection Criteria</P>
<P>Creep Deflection</P>
<P>Bearing at Supports</P>
<P>Design of Axial Tension Members</P>
<P>Design of Columns</P>
<P>Column Stability Factor, C<SUB>P</P></SUB>
<P>Design for Combined Bending and Compression</P>
<P>Problems</P><STRONG>
<P>Wood Connections</P></STRONG>
<P>Types of Connections and Fasteners</P>
<P>Dowel-Type Fasteners (Nails, Screws, Bolts, Pins)</P>
<P>Yield Limit Theory for Laterally Loaded Fasteners</P>
<P>Yield Mechanisms and Yield Limit Equations</P>
<P>Reference Design Values for Lateral Loads (Shear Connections)</P>
<P>Reference Design Values for Withdrawal Loads</P>
<P>Adjustments of the Reference Design Values</P>
<P>Nail and Screw Connections</P>
<P>Bolt and Lag Screw Connections</P>
<P>Problems</P><I>
<P>Section III?Steel Structures</P></I><STRONG>
<P>Tension Steel Members</P></STRONG>
<P>Properties of Steel</P>
<P>Provisions to Design Steel Structures</P>
<P>Unified Design Specifications</P>
<P>Design of Tension Members</P>
<P>Tensile Strength of Elements</P>
<P>Block Shear Strength</P>
<P>Design Procedure for Tension Members</P>
<P>Problems</P><STRONG>
<P>Compression Steel Members</P></STRONG>
<P>Strength of Compression Members or Columns</P>
<P>Local Buckling Criteria</P>
<P>Flexural Buckling Criteria</P>
<P>Effective Length Factor for Slenderness Ratio</P>
<P>Limit States for Compression Design</P>
<P>Nonslender Members</P>
<P>Single-Angle Members</P>
<P>Built-Up Members</P>
<P>Slender Compression Members</P>
<P>Use of the Compression Tables</P>
<P>Problems</P><STRONG>
<P>Flexural Steel Members</P></STRONG>
<P>Basis of Design</P>
<P>Nominal Strength of Steel in Flexure</P>
<P>Lateral Unsupported Length</P>
<P>Fully Plastic Zone with Adequate Lateral Support</P>
<P>Inelastic Lateral Torsional Buckling Zone</P>
<P>Modification Factor C<I><SUB>b</P></I></SUB>
<P>Elastic Lateral Torsional Buckling Zone</P>
<P>Noncompact and Slender Beam Sections for Flexure</P>
<P>Compact Full Plastic Limit</P>
<P>Noncompact Flange Local Buckling</P>
<P>Slender Flange Local Buckling</P>
<P>Summary of Beam Relations</P>
<P>Design Aids</P>
<P>Shear Strength of Steel</P>
<P>Beam Deflection Limitations</P>
<P>Problems</P><STRONG>
<P>Combined Forces on Steel Members</P></STRONG>
<P>Design Approach to Combined Forces</P>
<P>Combination of Tensile and Flexure Forces</P>
<P>Combination of Compression and Flexure Forces: The</P>
<P>Beam-Column Members</P>
<P>Braced Frame Design</P>
<P>Magnification Factor for Sway, <I>B<SUB>2</P></I></SUB>
<P>K Values for Unbraced Frames</P>
<P>Unbraced Frame Design</P>
<P>Open-Web Steel Joists</P>
<P>Joist Girders</P>
<P>Problems</P><STRONG>
<P>Steel Connections</P></STRONG>
<P>Types of Connections and Joints</P>
<P>Bolted Connections</P>
<P>Specifications for Spacing of Bolts and Edge Distance</P>
<P>Bearing-Type Connections</P>
<P>Slip-Critical Connections</P>
<P>Tensile Load on Bolts</P>
<P>Combined Shear and Tensile Forces on Bolts</P>
<P>Welded Connections</P>
<P>Groove Welds</P>
<P>Fillet Welds</P>
<P>Strength of Weld</P>
<P>Frame Connections</P>
<P>Shear or Simple Connection for Frames</P>
<P>Single-Plate Shear Connection for Frames</P>
<P>Moment-Resisting Connection for Frames</P>
<P>Problems</P><I>
<P>Section IV Reinforced Concrete Structures</P></I><STRONG>
<P>Flexural Reinforced Concrete Members</P></STRONG>
<P>Properties of Reinforced Concrete</P>
<P>Compression Strength of Concrete</P>
<P>Design Strength of Concrete</P>
<P>Strength of Reinforcing Steel</P>
<P>Load Resistance Factor Design Basis of Concrete</P>
<P>Reinforced Concrete Beams</P>
<P>Derivation of the Beam Relations</P>
<P>Strain Diagram and Modes of Failure</P>
<P>Balanced and Recommended Steel Percentages</P>
<P>Minimum Percentage of Steel</P>
<P>Strength Reduction Factor for Concrete</P>
<P>Specifications for Beams</P>
<P>Analysis of Beams</P>
<P>Design of Beams</P>
<P>One-Way Slab</P>
<P>Specifications for Slabs</P>
<P>Analysis of One-Way Slab</P>
<P>Design of One-Way Slab</P>
<P>Problems</P><STRONG>
<P>Doubly and T Reinforced Concrete Beams</P></STRONG>
<P>Doubly Reinforced Concrete Beams</P>
<P>Analysis of Doubly Reinforced Beams</P>
<P>Design of Doubly Reinforced Beams</P>
<P>Monolithic Slab and Beam (T Beams)</P>
<P>Analysis of T Beams</P>
<P>Design of T Beams</P>
<P>Problems</P><STRONG>
<P>Shear and Torsion in Reinforced Concrete</P></STRONG>
<P>Stress Distribution in Beam</P>
<P>Diagonal Cracking of Concrete</P>
<P>Strength of Web (Shear) Reinforced Beam</P>
<P>Shear Contribution of Concrete</P>
<P>Shear Contribution of Web Reinforcement</P>
<P>Specifications for Web (Shear) Reinforcement</P>
<P>Analysis for Shear Capacity</P>
<P>Design for Shear Capacity</P>
<P>Torsion in Concrete</P>
<P>Provision for Torsional Reinforcement</P>
<P>Problems</P><STRONG>
<P>Compression and Combined Forces Reinforced Concrete Members</P></STRONG>
<P>Types of Columns</P>
<P>Strength of Spirals</P>
<P>Specifications for Columns</P>
<P>Analysis of Axially Loaded Columns</P>
<P>Design of Axially Loaded Columns</P>
<P>Short Columns with Combined Loads</P>
<P>Effects of Moment on Short Columns</P>
<P>Characteristics of the Interaction Diagram</P>
<P>Application of the Interaction Diagram</P>
<P>Analysis of Short Columns for Combined Loading</P>
<P>Design of Short Columns for Combined Loading</P>
<P>Long or Slender Columns</P>
<P>Problems</P>
<P>Bibliography</P>
<P>Appendices</P>
<P>Index</P>
<P>Design Criteria</P></STRONG>
<P>Classification of Buildings</P>
<P>Building Codes</P>
<P>Standard Unit Loads</P>
<P>Tributary Area</P>
<P>Working Stress Design, Strength Design, and Unified Design of Structures</P>
<P>Elastic and Plastic Designs</P>
<P>Combinations of Loads</P>
<P>Other Loads</P>
<P>Continuous Load Path for Structural Integrity</P>
<P>Problems</P><STRONG>
<P>Primary Loads: Dead Loads and Live Loads</P></STRONG>
<P>Dead Loads</P>
<P>Live Loads</P>
<P>Floor Live Loads</P>
<P>Other Provisions for Floor Live Loads</P>
<P>Roof Live Loads, L<SUB>r</P></SUB>
<P>Problems</P><STRONG>
<P>Snow Loads</P></STRONG>
<P>Introduction</P>
<P>Minimum Snow Load for Low-Slope Roofs</P>
<P>Balanced Snow Load</P>
<P>Rain-on-Snow Surcharge</P>
<P>Partial Loading of the Balanced Snow Load</P>
<P>Unbalanced across the Ridge Snow Load</P>
<P>Snow Drift from a Higher to a Lower Roof</P>
<P>Sliding Snow Load on Lower Roof</P>
<P>Sliding Snow Load on Separated Structures</P>
<P>Problems</P><STRONG>
<P>Wind Loads</P></STRONG>
<P>Introduction</P>
<P>Definition of Terms</P>
<P>Procedures for MWFRS</P>
<P>Simplified Procedure for MWFRS for Low-Rise Buildings</P>
<P>Procedures for Components and Cladding</P>
<P>Simplified Procedure for Components and Cladding for</P>
<P>Low-Rise Buildings</P>
<P>Problems</P><STRONG>
<P>Earthquake Loads</P></STRONG>
<P>Seismic Forces</P>
<P>Seismic Design Procedures</P>
<P>Definitions</P>
<P>Ground Motion Response Accelerations</P>
<P>Importance Factor, I</P>
<P>Seismic Design Categories</P>
<P>Exemptions from Seismic Designs</P>
<P>Equivalent Lateral Force Procedure to Determine Seismic Force</P>
<P>Distribution of Seismic Forces</P>
<P>Design Earthquake Load</P>
<P>Soil-Structure Interaction</P>
<P>Problems</P><I>
<P>Section II?Wood Structures</P></I><STRONG>
<P>Wood Specifications</P></STRONG>
<P>Engineering Properties of Sawn Lumber</P>
<P>Reference Design Values for Sawn Lumber</P>
<P>Adjustments to the Reference Design Values for Sawn Lumber</P>
<P>Load Resistance Factor Design with Wood</P>
<P>Structural Glued Laminated Timber</P>
<P>Reference Design Values for Glued Laminated Timber</P>
<P>Adjustment Factors for Glued Laminated Timber</P>
<P>Structural Composite Lumber</P>
<P>Summary of Adjustment Factors</P>
<P>Problems</P><STRONG>
<P>Flexure and Axially Loaded Wood Structures</P></STRONG>
<P>Introduction</P>
<P>Design of Beams</P>
<P>Bending Criteria of Design</P>
<P>Beam Stability Factor, C<SUB>L</P></SUB>
<P>Shear Criteria</P>
<P>Deflection Criteria</P>
<P>Creep Deflection</P>
<P>Bearing at Supports</P>
<P>Design of Axial Tension Members</P>
<P>Design of Columns</P>
<P>Column Stability Factor, C<SUB>P</P></SUB>
<P>Design for Combined Bending and Compression</P>
<P>Problems</P><STRONG>
<P>Wood Connections</P></STRONG>
<P>Types of Connections and Fasteners</P>
<P>Dowel-Type Fasteners (Nails, Screws, Bolts, Pins)</P>
<P>Yield Limit Theory for Laterally Loaded Fasteners</P>
<P>Yield Mechanisms and Yield Limit Equations</P>
<P>Reference Design Values for Lateral Loads (Shear Connections)</P>
<P>Reference Design Values for Withdrawal Loads</P>
<P>Adjustments of the Reference Design Values</P>
<P>Nail and Screw Connections</P>
<P>Bolt and Lag Screw Connections</P>
<P>Problems</P><I>
<P>Section III?Steel Structures</P></I><STRONG>
<P>Tension Steel Members</P></STRONG>
<P>Properties of Steel</P>
<P>Provisions to Design Steel Structures</P>
<P>Unified Design Specifications</P>
<P>Design of Tension Members</P>
<P>Tensile Strength of Elements</P>
<P>Block Shear Strength</P>
<P>Design Procedure for Tension Members</P>
<P>Problems</P><STRONG>
<P>Compression Steel Members</P></STRONG>
<P>Strength of Compression Members or Columns</P>
<P>Local Buckling Criteria</P>
<P>Flexural Buckling Criteria</P>
<P>Effective Length Factor for Slenderness Ratio</P>
<P>Limit States for Compression Design</P>
<P>Nonslender Members</P>
<P>Single-Angle Members</P>
<P>Built-Up Members</P>
<P>Slender Compression Members</P>
<P>Use of the Compression Tables</P>
<P>Problems</P><STRONG>
<P>Flexural Steel Members</P></STRONG>
<P>Basis of Design</P>
<P>Nominal Strength of Steel in Flexure</P>
<P>Lateral Unsupported Length</P>
<P>Fully Plastic Zone with Adequate Lateral Support</P>
<P>Inelastic Lateral Torsional Buckling Zone</P>
<P>Modification Factor C<I><SUB>b</P></I></SUB>
<P>Elastic Lateral Torsional Buckling Zone</P>
<P>Noncompact and Slender Beam Sections for Flexure</P>
<P>Compact Full Plastic Limit</P>
<P>Noncompact Flange Local Buckling</P>
<P>Slender Flange Local Buckling</P>
<P>Summary of Beam Relations</P>
<P>Design Aids</P>
<P>Shear Strength of Steel</P>
<P>Beam Deflection Limitations</P>
<P>Problems</P><STRONG>
<P>Combined Forces on Steel Members</P></STRONG>
<P>Design Approach to Combined Forces</P>
<P>Combination of Tensile and Flexure Forces</P>
<P>Combination of Compression and Flexure Forces: The</P>
<P>Beam-Column Members</P>
<P>Braced Frame Design</P>
<P>Magnification Factor for Sway, <I>B<SUB>2</P></I></SUB>
<P>K Values for Unbraced Frames</P>
<P>Unbraced Frame Design</P>
<P>Open-Web Steel Joists</P>
<P>Joist Girders</P>
<P>Problems</P><STRONG>
<P>Steel Connections</P></STRONG>
<P>Types of Connections and Joints</P>
<P>Bolted Connections</P>
<P>Specifications for Spacing of Bolts and Edge Distance</P>
<P>Bearing-Type Connections</P>
<P>Slip-Critical Connections</P>
<P>Tensile Load on Bolts</P>
<P>Combined Shear and Tensile Forces on Bolts</P>
<P>Welded Connections</P>
<P>Groove Welds</P>
<P>Fillet Welds</P>
<P>Strength of Weld</P>
<P>Frame Connections</P>
<P>Shear or Simple Connection for Frames</P>
<P>Single-Plate Shear Connection for Frames</P>
<P>Moment-Resisting Connection for Frames</P>
<P>Problems</P><I>
<P>Section IV Reinforced Concrete Structures</P></I><STRONG>
<P>Flexural Reinforced Concrete Members</P></STRONG>
<P>Properties of Reinforced Concrete</P>
<P>Compression Strength of Concrete</P>
<P>Design Strength of Concrete</P>
<P>Strength of Reinforcing Steel</P>
<P>Load Resistance Factor Design Basis of Concrete</P>
<P>Reinforced Concrete Beams</P>
<P>Derivation of the Beam Relations</P>
<P>Strain Diagram and Modes of Failure</P>
<P>Balanced and Recommended Steel Percentages</P>
<P>Minimum Percentage of Steel</P>
<P>Strength Reduction Factor for Concrete</P>
<P>Specifications for Beams</P>
<P>Analysis of Beams</P>
<P>Design of Beams</P>
<P>One-Way Slab</P>
<P>Specifications for Slabs</P>
<P>Analysis of One-Way Slab</P>
<P>Design of One-Way Slab</P>
<P>Problems</P><STRONG>
<P>Doubly and T Reinforced Concrete Beams</P></STRONG>
<P>Doubly Reinforced Concrete Beams</P>
<P>Analysis of Doubly Reinforced Beams</P>
<P>Design of Doubly Reinforced Beams</P>
<P>Monolithic Slab and Beam (T Beams)</P>
<P>Analysis of T Beams</P>
<P>Design of T Beams</P>
<P>Problems</P><STRONG>
<P>Shear and Torsion in Reinforced Concrete</P></STRONG>
<P>Stress Distribution in Beam</P>
<P>Diagonal Cracking of Concrete</P>
<P>Strength of Web (Shear) Reinforced Beam</P>
<P>Shear Contribution of Concrete</P>
<P>Shear Contribution of Web Reinforcement</P>
<P>Specifications for Web (Shear) Reinforcement</P>
<P>Analysis for Shear Capacity</P>
<P>Design for Shear Capacity</P>
<P>Torsion in Concrete</P>
<P>Provision for Torsional Reinforcement</P>
<P>Problems</P><STRONG>
<P>Compression and Combined Forces Reinforced Concrete Members</P></STRONG>
<P>Types of Columns</P>
<P>Strength of Spirals</P>
<P>Specifications for Columns</P>
<P>Analysis of Axially Loaded Columns</P>
<P>Design of Axially Loaded Columns</P>
<P>Short Columns with Combined Loads</P>
<P>Effects of Moment on Short Columns</P>
<P>Characteristics of the Interaction Diagram</P>
<P>Application of the Interaction Diagram</P>
<P>Analysis of Short Columns for Combined Loading</P>
<P>Design of Short Columns for Combined Loading</P>
<P>Long or Slender Columns</P>
<P>Problems</P>
<P>Bibliography</P>
<P>Appendices</P>
<P>Index</P>