Efnisyfirlit

• Title Page
• Copyright
• Contents
• About the Author
• Preface
• Acknowledgments
• Chapter 1 Statics Review
• 1.1 Statics Review
• 1.2 Units of Measure
• 1.2.1 Common Units of Measure
• 1.3 Statics
• 1.3.1 Centroids/Center of Gravity
• 1.3.2 Properties of Sections
• Chapter 2 Strength of Materials Review
• 2.1 Stress
• 2.1.1 Normal Stress
• 2.1.2 Bending Stress
• 2.1.3 Shear Stress
• 2.1.4 Horizontal Shear Stress
• 2.1.5 Modulus of Elasticity
• 2.2 Bending Moments
• 2.2.1 Maximum Bending Moments
• 2.2.2 Maximum Shear
• 2.2.3 Law of Superposition
• 2.3 Materials
• 2.3.1 Factors of Safety
• 2.3.2 Grades of Steel
• 2.3.3 Compact Beam
• 2.3.4 Wood
• 2.4 Deflection
• 2.5 Shear and Moment Diagrams
• 2.6 Beam Design
• 2.6.1 Combined Stress
• Chapter 3 Types of Loads on Temporary Structures
• 3.1 Supports and Connections on Temporary Structures
• 3.1.1 Forces and Loads on Temporary Structures
• 3.1.2 Materials—How Different Materials Create Different Forces
• Chapter 4 Scaffolding Design
• 4.1 Regulatory
• 4.2 Types of Scaffolding
• 4.3 Loading on Scaffolding
• 4.4 Scaffolding Factors of Safety
• 4.5 Scaffold Components
• 4.5.1 Planking
• 4.5.2 Bearers (Lateral Supports)
• 4.5.3 Runners
• 4.5.4 Posts
• 4.5.5 OSHA
• 4.6 Scaffold Design
• 4.6.1 Securing Scaffolding to the Structure
• 4.6.2 Hanging Scaffold
• Chapter 5 Soil Properties and Soil Loading
• 5.1 Soil Properties
• 5.1.1 Standard Penetration Test and Log of Test Borings
• 5.1.2 Unit Weights above and below the Water Table
• 5.1.3 Testing
• 5.2 Soil Loading
• 5.2.1 Soil Mechanics
• 5.2.2 Active Soil Pressure and Coefficient
• 5.2.3 Soil Pressure Theories
• 5.2.4 Soil Pressure Examples Using Rankine Theory
• 5.2.5 Soil Pressures Using State and Federal Department Standards
• Chapter 6 Soldier Beam, Lagging, and Tiebacks
• 6.1 System Description and Units of Measure
• 6.1.1 Beams/Piles
• 6.1.2 Lagging
• 6.1.3 Tiebacks
• 6.2 Materials
• 6.2.1 Steel AISC
• 6.2.2 Wood Species—National Design Specifications (NDS) for Wood Construction
• 6.2.3 Lagging
• 6.2.4 Soldier Beam Design
• 6.2.5 Tiebacks and Soil Nails
• Chapter 7 Sheet Piling and Strutting
• 7.1 Sheet Piling Basics
• 7.1.1 Materials
• 7.1.2 System Description and Unit of Measure
• 7.1.3 Driving Equipment
• Chapter 8 Pressure and Forces on Formwork and Falsework
• 8.1 Properties of Materials
• 8.1.1 Unit Weights
• 8.1.2 Forces from Concrete Placement
• Chapter 9 Concrete Formwork Design
• 9.1 General Requirements
• 9.1.1 Concrete Specifications
• 9.1.2 Types and Costs of Forms in Construction
• 9.2 Formwork Design
• 9.2.1 Bending, Shear, and Deflection
• 9.2.2 Form Design Examples Using All-Wood Materials with Snap Ties or Coil Ties
• 9.2.3 Formwork Charts
• 9.2.4 Estimating Concrete Formwork
• 9.3 Conclusion
• Chapter 10 Falsework Design
• 10.1 Falsework Risks
• 10.1.1 Falsework Accidents
• 10.1.2 Falsework Review Process
• 10.1.3 Falsework Design Criteria
• 10.1.4 Load Paths for Falsework Design
• 10.1.5 Falsework Design Using Formwork Charts
• 10.1.6 Bridge Project
• Chapter 11 Bracing and Guying
• 11.1 Rebar Bracing and Guying
• 11.2 Form Bracing with Steel Pipe and Concrete Deadmen
• 11.2.1 Life Application of Friction Forces
• 11.3 Rebar Guying on Highway Projects
• 11.4 Alternate Anchor Method
• Chapter 12 Trestles and Equipment Bridges
• 12.1 Basic Composition of a Standard Trestle
• 12.1.1 Foundation—Pipe, H Pile, and Wide-Flange and Composite Piles
• 12.1.2 Cap Beams—Wide-Flange Beams with Stiffeners
• 12.1.3 Stringers/Girders—Wide-Flange Beams Braced Together
• 12.1.4 Lateral Bracing
• 12.1.5 Decking—Timber or Precast Concrete Panels
• 12.1.6 Environmental Concerns
• 12.1.7 Stringer Design
• 12.1.8 Star Pile Design and Properties
• 12.2 Other Projects Utilizing Methods of Access
• 12.3 Conclusion
• Chapter 13 Support of Existing Structures
• 13.1 Basic Building Materials
• 13.1.1 Example 13.1 Pipe Unit Weight
• 13.1.2 Example 13.2 Existing Water Treatment Plant
• 13.1.3 Example 13.3 Temporary Pipe Supports
• Appendixes
• Appendix 1: Steel Beams (AISC)
• Appendix 2: Steel Pipe
• Appendix 3: H Pile (AISC)
• Appendix 4: Allowable Buckling Stress
• Appendix 5: Sheet Pile (Skyline)
• Appendix 6: Wood Properties
• Appendix 7: Formwork Charts (Williams)
• Appendix 8: Form Hardware Values (Williams)
• Appendix 9: Aluminum Beams (Aluma)
• Index
• EULA