ASCE 48 05 : 2006

Foreword
Acknowledgements
1.0 SCOPE
2.0 APPLICABLE DOCUMENTS
3.0 DEFINITIONS
4.0 LOADING, GEOMETRY, AND ANALYSIS
4.1 INTRODUCTION
4.2 LOADING
4.3 GEOMETRIC CONFIGURATIONS
4.4 METHODS OF ANALYSIS
4.5 ADDITIONAL CONSIDERATIONS
5.0 DESIGN OF MEMBERS
5.1 INTRODUCTION
5.2 MEMBERS
5.3 GUYS
5.4 TEST VERIFICATION
6.0 DESIGN OF CONNECTIONS
6.1 INTRODUCTION
6.2 BOLTED AND PINNED CONNECTIONS
6.3 WELDED CONNECTIONS
6.4 FIELD CONNECTIONS OF MEMBERS
6.5 TEST VERIFICATION
7.0 DETAILING AND FABRICATION
7.1 DETAILING
7.2 FABRICATION
8.0 TESTING
8.1 INTRODUCTION
8.2 FOUNDATIONS
8.3 MATERIAL
8.4 FABRICATION
8.5 STRAIN MEASUREMENTS
8.6 ASSEMBLY AND ERECTION
8.7 TEST LOADS
8.8 LOAD APPLICATION
8.9 LOADING PROCEDURE
8.10 LOAD MEASUREMENT
8.11 DEFLECTIONS
8.12 FAILURES
8.13 POSTTEST INSPECTION
8.14 DISPOSITION OF PROTOTYPE
8.15 REPORT
9.0 STRUCTURAL MEMBERS AND CONNECTIONS USED
     IN FOUNDATIONS
9.1 INTRODUCTION
9.2 GENERAL CONSIDERATIONS
9.3 ANCHOR BOLTS
9.4 DIRECT-EMBEDDED POLES
9.5 EMBEDDED CASINGS
9.6 TEST VERIFICATION
10.0 QUALITY ASSURANCE/QUALITY CONTROL
10.1 INTRODUCTION
10.2 QUALITY ASSURANCE
10.3 QUALITY CONTROL
11.0 ASSEMBLY AND ERECTION
11.1 INTRODUCTION
11.2 HANDLING
11.3 SINGLE POLE STRUCTURES
11.4 FRAME TYPE STRUCTURES
11.5 INSTALLATION ON FOUNDATION
11.6 GUYING
11.7 POSTERECTION PROCEDURES
Commentary
APPENDIX I
C4.0 LOADING, GEOMETRY, AND ANALYSIS
C4.2 LOADING
C4.3 GEOMETRIC CONFIGURATIONS
C4.4 METHODS OF ANALYSIS
C4.5 ADDITIONAL CONSIDERATIONS
C5.0 DESIGN OF MEMBERS
C5.1 INTRODUCTION
C5.2 MEMBERS
C5.3 GUYS
C6.0 DESIGN OF CONNECTIONS
C6.2 BOLTED AND PINNED CONNECTIONS
C6.3 WELDED CONNECTIONS
C6.4 FIELD CONNECTIONS OF MEMBERS
C6.5 TEST VERIFICATION
REFERENCE
C7.0 DETAILING AND FABRICATION
C7.1 DETAILING
C7.2 FABRICATION
C8.0 TESTING
C8.1 INTRODUCTION
C8.2 FOUNDATIONS
C8.3 MATERIAL
C8.4 FABRICATION
C8.5 STRAIN MEASUREMENTS
C8.6 ASSEMBLY AND ERECTION
C8.7 TEST LOADS
C8.8 LOAD APPLICATION
C8.9 LOADING PROCEDURE
C8.10 LOAD MEASUREMENT
C8.11 DEFLECTIONS
C8.12 FAILURES
C8.13 POSTTEST INSPECTION
C8.14 DISPOSITION OF PROTOTYPE
C8.15 REPORT
C9.0 STRUCTURAL MEMBERS AND CONNECTIONS USED IN
      FOUNDATIONS
C9.1 INTRODUCTION
C9.2 GENERAL CONSIDERATIONS
C9.3 ANCHOR BOLTS
C9.4 DIRECT-EMBEDDED POLES
C9.5 EMBEDDED CASINGS
C10.0 QUALITY ASSURANCE/QUALITY CONTROL
C10.1 INTRODUCTION
C10.2 QUALITY ASSURANCE
C10.3 QUALITY CONTROL
C11.0 ASSEMBLY AND ERECTION - NOTATION
C11.1 INTRODUCTION
C11.2 HANDLING
C11.3 SINGLE POLE STRUCTURES
C11.4 FRAME TYPE STRUCTURES
C11.5 INSTALLATION ON FOUNDATION
C11.6 GUYING
C11.7 POSTERECTION PROCEDURES
APPENDIX II - PROPERTIES OF VARIOUS TUBULAR SECTIONS
APPENDIX III - HORIZONTAL TESTING
APPENDIX IV - HEADED ANCHOR BOLTS
APPENDIX V - ASSEMBLY AND ERECTION
APPENDIX VI - SHAFT-TO-FOUNDATION CONNECTION
INDEX

This Standard specifies requirements for the design, testing, assembly, and erection of cold-formed tubular members and connections for steel electrical transmission pole structures.