Table of Contents:
  • Mop_104 _online.pdf
  • MANUALS AND REPORTS ON ENGINEERING PRACTICE
  • CONTENTS
  • PREFACE
  • 1. STRUCTURES AND APPLICATIONS
  • 1.1 Introduction
  • 1.2 When to Use FRP Composite Components
  • 1.2.1 Where Traditional Materials Do Not Last as Long as They Should
  • 1.2.2 Where Structure Installation Cost Is Higher Than Average
  • 1.2.3 Where High-Performance Solutions Are Required
  • 1.3 Structure Configurations
  • 1.3.1 Cantilevered Structures
  • 1.3.2 Framed Structures
  • 1.3.3 Guyed Structures
  • 1.3.4 Combined Structures
  • 1.4 Applications
  • 1.4.1 Transmission and Distribution Structures
  • 1.4.2 Substation Structures
  • 1.4.3 Lighting Supports, Highway Signs, and Traffic Signal Structures
  • 1.4.4 Communication Structures
  • 2. MATERIALS
  • 2.1 Introduction
  • 2.2 Material Composition
  • 2.2.1 Thermosets and Thermoplastics
  • 2.2.2 Thermoset Polymer Resins
  • 2.2.3 Additives and Fillers
  • 2.2.4 Fiber Reinforcement
  • 2.3 Design Criteria for Material Selection
  • 2.4 FRP Material and Process Characteristics
  • 2.4.1 Material Characteristics
  • 2.4.2 Manufacturing Processes
  • 3. DESIGN CONSIDERATIONS
  • 3.1 Introduction
  • 3.2 Physical Considerations
  • 3.3 Transportation
  • 3.4 Connections
  • 3.5 Guy Wire Connections
  • 3.6 Guy Wire Anchors
  • 3.7 Grounding
  • 3.8 Climbing
  • 3.8.1 Steps
  • 3.8.2 Ladders
  • 3.9 Aesthetic Considerations
  • 3.10 Structural Loading
  • 3.10.1 Introduction
  • 3.10.2 Load Considerations for Overhead Distribution and Transmission Power Lines
  • 3.10.3 Legislated (or Code) Loads
  • 3.10.4 Meteorological Loads
  • 3.10.5 Longitudinal Loads
  • 3.10.6 Construction and Maintenance Loads
  • 3.10.7 Structure-Strength Equivalency
  • 3.10.8 Deflection and Serviceability Equivalency
  • 3.11 Durability
  • 3.12 Foundations
  • 3.12.1 Geotechnical Analysis
  • 3.12.2 Foundation Design
  • 3.13 Service Life
  • 3.14 Strength.
  • 3.15 Electrical Performance
  • 3.16 Environment
  • 3.17 Life-Cycle Evaluations
  • 3.18 Joints
  • 3.18.1 Slip Joints
  • 3.18.2 Flange and Other Mechanical Joints
  • 4. DESIGN CRITERIA
  • 4.1 Introduction
  • 4.2 Designing with FRP Products
  • 4.3 Poles
  • 4.3.1 Mechanical Properties
  • 4.3.2 Bending Strength
  • 4.3.3 Local Buckling Strength
  • 4.3.4 Axial Strength
  • 4.3.5 Pull-Through Strength
  • 4.3.6 Hoop Strength
  • 4.3.7 Torsional Strength
  • 4.3.8 Fatigue Strength
  • 4.3.9 Deflection
  • 4.4 Crossarms
  • 4.4.1 Mechanical Properties
  • 4.4.2 Bending and Shear Strength
  • 4.4.3 Deflections
  • 5. SUGGESTED GUIDELINES FOR PERFORMANCE-BASED TESTS
  • 5.1 Introduction
  • 5.2 Recommended Mechanical Tests
  • 5.2.1 Static Bending (Horizontal Loading) Test
  • 5.2.2 Bolt Torque Test
  • 5.2.3 Bolt Pull-Through Test
  • 5.2.4 Direct Load Shear Test
  • 5.2.5 Field Drillability Test
  • 5.2.6 Step Bolt Compatibility Test
  • 5.3 Optional Mechanical Tests
  • 5.3.1 Torsional Load Test
  • 5.3.2 Fatigue Tests
  • 5.3.3 Permanent Deflection Tests
  • 5.3.4 Slip Joint Tests
  • 5.3.5 Column Buckling Tests
  • 5.4 Laminate Durability and Integrity Tests
  • 5.4.1 Ultraviolet (UV) Radiation Tests
  • 5.4.2 Hydrophobicity Tests
  • 5.4.3 Water Absorption Tests
  • 5.4.4 Leaching Tests
  • 5.4.5 Fire Tests
  • 5.4.6 Coating Tests
  • 5.4.7 Impact Testing
  • 5.5 Electrical Tests
  • 6. QUALITY ASSURANCE
  • 6.1 Introduction
  • 6.2 Design and Drawings
  • 6.3 Material Combination, Manufacturing Equipment, and Process
  • 6.4 Material Standards Conformance
  • 6.5 Tolerances
  • 6.6 Surface Coatings
  • 6.7 Inspection During Manufacture
  • 6.8 Receiving and Shipping
  • 6.9 Rejection
  • 6.10 Full-Scale Structure Testing
  • 6.11 Installation, Inspection, and Maintenance
  • 7. ASSEMBLY AND ERECTION
  • 7.1 Introduction
  • 7.2 FRP Poles
  • 7.2.1 Storage
  • 7.2.2 Handling
  • 7.2.3 Transportation.
  • 7.2.4 Assembly
  • 7.2.5 Joint Assembly
  • 7.2.6 Framing
  • 7.2.7 Field Drilling
  • 7.2.8 Cutting
  • 7.2.9 Erection
  • 7.2.10 Climbing
  • 7.3 FRP Foundations
  • 8. ATTACHMENTS
  • 8.1 Introduction
  • 8.2 Attachments
  • 8.2.1 Attachment Components
  • 8.2.2 Guying/Tension Attachments
  • 8.2.3 FRP Guy Wire Anchor
  • 8.2.4 Bearing Plate
  • 8.2.5 Strap-Style Pole Band
  • 8.2.6 Link-Style Pole Band
  • 8.2.7 Washers
  • 8.2.8 Climbing Hardware
  • 8.2.9 Shield Wire Supports
  • 8.2.10 Post Insulator Gain Bases (Mounting Brackets)
  • 8.2.11 Base Plates
  • 8.2.12 Conical Top Cap
  • 8.2.13 Flat Top Cap
  • 8.2.14 Rock Mounts
  • 8.2.15 Pole ID Tag
  • 8.2.16 Bonding/Grounding Hardware
  • 8.2.17 Crossarm Mounting Brackets
  • 8.3 Attachment Hardware Assemblies
  • 9. IN-SERVICE CONSIDERATIONS
  • 9.1 Introduction
  • 9.2 Factors Influencing Performance of FRP Materials
  • 9.2.1 Environment
  • 9.2.2 Mechanical Fatigue
  • 9.2.3 Electrical Stress and Leakage Current
  • 9.3 Field Inspection
  • 9.3.1 Visual Inspection
  • 9.3.2 Tap Test
  • 9.3.3 Other Tests
  • 9.4 Repair Options
  • 9.4.1 Take No Action
  • 9.4.2 Repair in the Field
  • 9.4.3 Component Replacement
  • Appendix A. GLOSSARY
  • Appendix B. BIBLIOGRAPHY
  • Appendix C. SUGGESTED MANUFACTURING TOLERANCES
  • Appendix D. LOADING REQUIREMENTS FOR FRC POLES UTILIZED IN OTHER THAN UTILITY LINE APPLICATIONS
  • Appendix E. COMMENTARY
  • INDEX.