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- TIA-222-G
- OBJECTIVE
- SCOPE
- 1.0 GENERAL
- 2.0 LOADS
- 3.0 ANALYSIS
- 4.0 DESIGN STRENGTH OF STRUCTURAL STEEL
- 5.0 MANUFACTURING
- 6.0 OTHER STRUCTURAL MATERIALS
- 7.0 GUY ASSEMBLIES
- 8.0 INSULATORS
- 9.0 FOUNDATIONS AND ANCHORAGES
- 10.0 PROTECTIVE GROUNDING
- 11.0 OBSTRUCTION MARKING
- 12.0 CLIMBING FACILITIES
- 13.0 PLANS, ASSEMBLY TOLERANCES, AND MARKING
- 14.0 MAINTENANCE AND CONDITION ASSESSMENT
- 15.0 EXISTING STRUCTURES
- 16.0 INSTALLATION
- ANNEX A: PROCUREMENT AND USER GUIDELINES (NORMATIVE)
- ANNEX B: U.S. COUNTY LISTINGS OF DESIGN CRITERIA (NORMATIVE)
- ANNEX C: DESIGN WIND FORCE ON TYPICAL ANTENNAS (NORMATIVE)
- ANNEX D: TWIST AND SWAY LIMITATIONS FOR MICROWAVE ANTENNAS (NORMATIVE)
- ANNEX E: GUY RUPTURE (NORMATIVE)
- ANNEX F: PRESUMPTIVE SOIL PARAMETERS (NORMATIVE)
- ANNEX G: GEOTECHNICAL INVESTIGATIONS (NORMATIVE)
- ANNEX H: ADDITIONAL CORROSION CONTROL (NORMATIVE)
- ANNEX I: CLIMBER ATTACHMENT ANCHORAGES (NORMATIVE)
- ANNEX J: MAINTAINANCE AND CONDITION ASSESSMENT (NORMATIVE)
- ANNEX K: MEASURING GUY TENSIONS (NORMATIVE)
- ANNEX L: WIND SPEED CONVERSIONS (NORMATIVE)
- ANNEX M: SI CONVERSION FACTORS (NORMATIVE)
- ANNEX N: REFERENCES (NORMATIVE)
- APPENDIX 1: DESIGN CRITERIA MAPS (NORMATIVE)
- TIA-222-H
- TIA-322
- TIA-1019-A
- TIA-5053
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Questions in ANNEX E: GUY RUPTURE (NORMATIVE)
- ANNEX E: GUY RUPTURE (NORMATIVE) (0 FAQs
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