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- TIA-222-G
- OBJECTIVE
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- 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 4.0 DESIGN STRENGTH OF STRUCTURAL STEEL
Page 2 out of 2 Pages
- Section 4.9.9: I’m using this section to calculate the tension capacity of a solid round guy anchor shaft. For this case the V/n factor is 0. For the value of Phi Rnt this section refers me to Section 4.9.6.1. Under this section for a solid round un-t
(589385 views) - Table 4-6 provides slenderness requirements for horizontal members, specifically at the bottom, that are usually considered as redundant members. Two slenderness checks are required, H1/rmin and 2H1/rout. Question is, if the diagonal members are continu
(547514 views) - WHICH IS THE unbraced length "L" TO CONSIDER, ACCORDING TO SECTION 4.5.4.2., FOR TUBULAR POLE STRUCTURES WHERE SECTIONS DIFFER IN DIAMETER AND/OR THICKNESS
(544273 views) - Which is the unbraced length to consider, according to section 4.5.4.2, for tubular pole structures where sections differ in diameter and/or thickness?
(548828 views) - Section 4.6.3.2 question regarding shear lag factor; submitted 9/15/2010
(60825 views)