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Principles of Structural Design: Wood; Steel; and Concrete (3rd Edition)

Download Principles of Structural Design: Wood; Steel; and Concrete (3rd Edition) written by Ram S. Gupta in PDF format. This book is under the category Engineering and bearing the isbn/isbn13 number 1138493538; 1351027697/9781138493537/ 9781351027694. You may reffer the table below for additional details of the book.

$19.99

Specifications

book-author

Ram S. Gupta

publisher

CRC Press; 3rd edition

file-type

PDF

pages

617 pages

language

English

asin

B07TBD778R

isbn10

1138493538; 1351027697

isbn13

9781138493537/ 9781351027694


Book Description

Steel; timber and concrete are frequent engineering supplies utilized in structural design. Material selection relies upon upon the supply of materials; sort of construction; and the desire of the designer. The design practices the code necessities of each materials are very completely different. In Principles of Structural Design: Wood; Steel; and Concrete; third Edition; (PDF) the fundamental designs of particular person elements of each materials are introduced; along with idea of constructions important for the design. Several examples of full structural designs have been included. A complete database comprising supplies properties; specs; part properties and design aids; has been included to make this important studying.

NOTE: The product solely contains the ebook; Principles of Structural Design: Wood; Steel; and Concrete; third Edition in PDF. No access codes are included.

 

book-author

Ram S. Gupta

publisher

CRC Press; 3rd edition

file-type

PDF

pages

617 pages

language

English

asin

B07TBD778R

isbn10

1138493538; 1351027697

isbn13

9781138493537/ 9781351027694

Table of contents


Table of contents :
Cover
Half Title
Title Page
Copyright Page
Table of Contents
Preface
Author
Chapter 1: Design Criteria
Classification of Buildings
Building Codes
Standard Unit Loads
Tributary Area
Working Stress Design, Strength Design, and Unified Design of Structures
Elastic and Plastic Designs
Elastic Moment Capacity
Plastic Moment Capacity
Combinations of Loads
Other Loads
Continuous Load Path for Structural Integrity
Problems
Chapter 2: Primary Loads: Dead Loads and Live Loads
Dead Loads
Live Loads
Floor Live Loads
Basic Design Live Load, L0
Effective Area Reduction Factor
Other Provisions for Floor Live Loads
Roof Live Loads, Lr
Tributary Area Reduction Factor, R1
Slope Reduction Factor
Problems
Chapter 3: Snow Loads
Introduction
Minimum Snow Load for Low-Slope Roofs
Balanced Snow Load
Importance Factor
Thermal Factor, Ct
Exposure Factor, Ce
Roof Slope Factor, Cs
Rain-On-Snow Surcharge
Partial Loading of the Balanced Snow Load
Unbalanced across the Ridge Snow Load
Snow Drift from a Higher to a Lower Roof
Leeward Snow Drift on Lower Roof of Attached Structure
Windward Snow Drift on Lower Roof of Attached Structure
Leeward Snow Drift on Lower Roof of Separated Structure
Windward Snow Drift on Lower Roof of Separated Structure
Sliding Snow Load on Lower Roof
Sliding Snow Load on Separated Structures
Problems
Chapter 4: Wind Loads
Introduction
Definition of Terms
Wind Hazard Maps
Procedures for MWFRS
Simplified Procedure for MWFRS for Low-Rise Buildings
Horizontal Pressure Zones for MWFRS
Vertical Pressure Zones for MWFRS
Minimum Pressure for MWFRS
Procedures for Components and Cladding
Simplified Procedure for Components and Cladding for Low-Rise Buildings
Minimum Pressures for C and C
Problems
Chapter 5: Earthquake Loads
Seismic Forces
Seismic Design Procedures
Definitions
Structural Height
Stories above Base and Grade Plane
Fundamental Period of Structure
Site Classification
Seismic Ground Motion Values
Mapped Acceleration Parameters
Risk-Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters
Adjustments to Spectral Response Acceleration Parameters for Site Class Effects
Design Spectral Acceleration Parameters
Design Response Spectrum
Site-Specific Ground Motion Procedure
Importance Factor, I
Seismic Design Category
Exemptions from Seismic Designs
Equivalent Lateral Force (ELF) Procedure to Determine Seismic Force
Effective Weight of Structure, W
Seismic Response Coefficient, Cs
Minimum Value of Cs
Maximum SDS Value in Determining Cs
Response Modification Factor or Coefficient, R
Distribution of Seismic Forces
Distribution of Seismic Forces on Vertical Wall Elements
Distribution of Seismic Forces on Horizontal Elements (Diaphragms)
Design Earthquake Load in Load Combinations
Vertical Seismic Load Effect (Evertical)
Maximum SDS Value in Determining Evertical
Soil–Structure Interaction
Problems
Chapter 6: Wood Specifications
Engineering Properties and Design Requirements
Format Conversion Factor, KF
Resistance Factor, ɸ
Time Effect Factor, λ
Wet Service Factor, CM
Temperature Factor, Ct
Fire Retardant Treatment Factor
Design with Sawn Lumber
More Factors Applicable to Lumber
Incising Factor, Ci
Size Factor, CF
Size Factor, CF, for Dimension Lumber
Size Factor, CF, for Timber
Repetitive Member Factor, Cr
Flat Use Factor, Cfu
Buckling Stiffness Factor, CT
Bearing Area Factor, Cb
LRFD Basis Lumber Design
Structural Glued Laminated Timber
Reference Design Values for GLULAM
Adjustment Factors for GLULAM
Flat Use Factor for GLULAM, Cfu
Volume Factor for GLULAM, Cv
Curvature Factor for GLULAM, Cc
Stress Interaction Factor, CI
Shear Reduction Factor, Cvr
Structural Composite Lumber
Adjustment Factors for Structural Composite Lumber
Repetitive Member Factor, Cr
Volume Factor, Cv
Cross-Laminated Timber (CLT)
Effective Flexure Stiffness and Flexural Strength
Effective Shear Strength Factor
Effective Shear Stiffness
Summary of Adjustment Factors
Problems
Chapter 7: Flexure and Axially Loaded Wood Structures
Introduction
Design of Beams
Bending Criteria of Design
Beam Stability Factor, CL
Effective Unbraced Length
Shear Criteria
Shear Strength of Sawn Lumber, GLULAM, and SCL
Shear Strength of CLT
Deflection Criteria
Deflection of Sawn Lumber, GLULAM, and SCL
Deflection of CLT
Creep Deflection
Bearing at Supports
Bearing Area Factor, Cb
Design of Axial Tension Members
Design of Columns
Column Stability Factor, CP
Critical Buckling for Sawn Lumber, GLULAM, and SCL
Critical Buckling for CLT
Design for Combined Bending and Compression
Problems
Chapter 8: Wood Connections
Types of Connections and Fasteners
Dowel-Type Fasteners (Nails, Screws, Bolts, Pins)
Yield Limit Theory for Laterally Loaded Fasteners
Yield Mechanisms and Yield Limit Equations
Reference Design Values for Lateral Loads (Shear Connections)
Reference Design Values for Withdrawal Loads
Adjustments of the Reference Design Values
Wet Service Factor, CM
Temperature Factor, Ct
Group Action Factor, Cg
Geometry Factor, CΔ
End Grain Factor, Ceg
Diaphragm Factor, Cdi
Toenail Factor, Ctn
Nail and Screw Connections
Common, Box, and Sinker Nails
Post-Frame Ring Shank Nails
Wood Screws
Bolt and Lag Screw Connections
Bolts
Lag Screws
Problems
Chapter 9: Tension Steel Members
Properties of Steel
Provisions for Design Steel Structures
Unified Design Specifications
Limit States of Design
Design of Tension Members
Tensile Strength of Elements
Net Area, An
Shear Lag Factor, U
Bolted Connection
Welded Connection
For HSS Shapes
Block Shear Strength
Design Procedure for Tension Members
Problems
Chapter 10: Compression Steel Members
Strength of Compression Members or Columns
Local Buckling Criteria
Flexural Buckling Criteria
Effective Length Factor for Slenderness Ratio
Limit States for Compression Design
Nonslender Members
Flexural Buckling of Nonslender Members in Elastic and Inelastic Regions
Inelastic Buckling
Elastic Buckling
Torsional and Flexural-Torsional Buckling of Nonslender Members
Single-Angle Members
Built-Up Members
Slender Compression Members
Effective Width of Slender Elements, be
Use of the Compression Tables
Problems
Chapter 11: Flexural Steel Members
Basis of Design
Nominal Strength of Steel in Flexure
Lateral Unsupported Length
Fully Plastic Zone with Adequate Lateral Support
Inelastic Lateral Torsional Buckling Zone
Modification Factor Cb
Elastic Lateral Torsional Buckling Zone
Noncompact and Slender Beam Sections for Flexure
Compact Full Plastic Limit
Noncompact Flange Local Buckling
Slender Flange Local Buckling
Summary of Beam Relations
Shear Strength of Steel
Design Aids
Beam Deflection Limitations
Problems
Chapter 12: Combined Forces on Steel Members
Design Approach to Combined Forces
Combination of Tensile and Flexure Forces
Combination of Compression and Flexure Forces: The Beam-Column Members
Members without Sidesway
Members with Sidesway
Magnification Factor B1
Moment Modification Factor, Cm
K Values for Braced Frames
Braced Frame Design
Magnification Factor for Sway, B2
K Values for Unbraced Frames
Unbraced Frame Design
Open-Web Steel Joists
Joist Girders
Problems
Chapter 13: Steel Connections
Types of Connections and Joints
Bolted Connections
High-Strength Bolts
Types of Connections
Specifications for Spacing of Bolts and Edge Distance
Bearing-Type Connections
Limit State of Shear Rupture
Bearing and Tearout Limit State
Slip-Critical Connections
Tensile Load on Bolts
Combined Shear and Tensile Forces on Bolts
Combined Shear and Tension on Bearing-Type Connections
Combined Shear and Tension on Slip-Critical Connections
Welded Connections
Groove Welds
Effective Area of Groove Weld
Fillet Welds
Effective Area of Fillet Weld
Minimum Size of Fillet Weld
Maximum Size of Fillet Weld
Length of Fillet Weld
Strength of Weld
CJP Groove Welds
PJP Welds and Fillet Welds
Frame Connections
Shear or Simple Connection for Frames
Single-Plate Shear Connection or Shear Tab
Framed-Beam Connection
Seated-Beam Connection
End-Plate Connection
Single-Plate Shear Connection for Frames
Moment-Resisting Connection for Frames
Problems
Chapter 14: Flexural Reinforced Concrete Members
Properties of Reinforced Concrete
Compression Strength of Concrete
Design Strength of Concrete
Strength of Reinforcing Steel
Load Resistance Factor Design Basis of Concrete
Reinforced Concrete Beams
Derivation of the Beam Relations
Strain Diagram and Modes of Failure
Balanced and Recommended Steel Percentages
Minimum Percentage of Steel
Strength Reduction Factor for Concrete
Specifications for Beams
Analysis of Beams
Design of Beams
Design for Reinforcement Only
Design of Beam Section and Reinforcement
One-Way Slab
Specifications for Slabs
Analysis of One-Way Slab
Design of One-Way Slab
Problems
Chapter 15: Doubly and T-Shaped Reinforced Concrete Beams
Doubly Reinforced Concrete Beams
Analysis of Doubly Reinforced Beams
Design of Doubly Reinforced Beams
Monolithic Slab and Beam (T-Beams)
Analysis of T-Beams
Design of T-Beams
Problems
Chapter 16: Shear and Torsion in Reinforced Concrete
Stress Distribution in Beam
Diagonal Cracking of Concrete
Strength of Web (Shear) Reinforced Beam
Shear Contribution of Concrete
Shear Contribution of Web Reinforcement
Specifications for Web (Shear) Reinforcement
Analysis for Shear Capacity
Design for Shear Capacity
Torsion in Concrete
Provision for Torsional Reinforcement
Problems
Chapter 17: Compression and Combined Forces Reinforced Concrete Members
Types of Columns
Pedestals
Columns with Axial Loads
Short Columns with Combined Loads
Large or Slender Columns with Combined Loads
Axially Loaded Columns
Strength of Spirals
Specifications for Columns
Analysis of Axially Loaded Columns
Design of Axially Loaded Columns
Short Columns with Combined Loads
Effects of Moment on Short Columns
Case 1: Only Axial Load Acting
Case 2: Large Axial Load and Small Moment (Small Eccentricity)
Case 3: Large Axial Load and Moment Larger than Case 2 Section
Case 4: Large Axial Load and Moment Larger than Case 3 Section
Case 5: Balanced Axial Load and Moment
Case 6: Small Axial Load and Large Moment
Case 7: No Appreciable Axial Load and Large Moment
Characteristics of the Interaction Diagram
Application of the Interaction Diagram
Analysis of Short Columns for Combined Loading
Design of Short Columns for Combined Loading
Long or Slender Columns
Problems
Chapter 18: Pre-Stressed Concrete Structures
Pre-Stressing of Concrete
Pre-Tensioning
Post-Tensioning
Stressing and Anchorage Devices
Pre-Tensioning versus Post-Tensioning
Materials for Pre-Stressed Concrete
High-Strength Steel
Allowable Stress in Pre-Stressed Steel
High-Strength Concrete
Shrinkage of Concrete
Creep of Concrete
Allowable Stress in Concrete
Pre-Stress Losses
Loss Due to Elastic Shortening (ES)
Loss Due to Shrinkage (SH) of Concrete
Loss Due to Creep (CR) of Concrete
Loss Due to Relaxation (RE) of Steel
Loss Due to Friction (FL)
Total Losses of Stress
Analysis of Stresses during Pre-Stressing
Tendon with Eccentricity
Stresses at Transfer
Stresses at Service Load
Ultimate Limit State Design
Cracking Moment
Strains at Different Stages of Loading
Stage 1: At Transfer
Stage 2: After Application of External Load
Stresses and Forces after Application of the Load
Ultimate Moment Capacity
Maximum and Minimum Reinforcement
Ultimate Shear Strength Design
Shear Strength Provided by Concrete
Shear Capacity of Cracked Section (Flexure Induced Shearing)
Shear Capacity of Uncracked Section (Web-Shear Cracking)
Shear Strength Provided by Web Reinforcement
Problems
Chapter 19: Application of Simulations in Structural Design
Introduction
Analyzing a Simple Beam Using Analytical Method
Mathematical Modeling Technique
Mathematical Modeling of Beam with Sign Board
Model Setup and Input
Model Output
Solution and Post-Processing
Exploring Model Output for “What If?”
Mathematical Modeling of a Staircase
What If?
Real-Life Structural Engineering Problems
Accessing ANSYS for Students
Summary
Appendix A: General
Appendix B: Wood
Appendix C: Steel
Appendix D: Concrete
Bibliography
Index

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