Navigation
- FAQ Home
- All categories
- Instructions
- TIA-222-F
- Miscellaneous
- 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
- Sitemap
47 users online :: 47 Guests and 0 Registered
Tags
Sticky FAQs
- How do I use this Site?
- Do we have to do a structural analysis on ...
- Does the Standard apply to the design of antennas? ...
- How to submit a question?
- Section 2.6.9.2What does the term “In the absence of ...
- Section 2.6.9.2Is it acceptable to use the results of ...
- Section 2.6.9.2Can I use loading that is less than ...
- Section 2.6.9.2Is it acceptable to use the results of ...
- Section 13.3 question regarding plumb measurement of monopoles; submitted ...
- Figure A1-1 Why were the tables and Note 3 ...
- 1) I knew this table 4-8 is used to ...
- 2.6.7.4 Gust Effect Factor for Structures Mounted on Other ...
- Is there reciprocity between ANSI/TIA-222-G and CSA S37-01? In ...
- Section 15.5 indicated "A feasibility report shall state ...
- Section 2.6.6 Calculating the topographic factors
- As everyone is aware, many jurisdictions are now adopting ...
- Section 2.7.3 states “Further, …earthquake effects may be ignored ...
- I am currently working a telecommunications tower project where ...
- Is there a tolerance recommendation for base plate to ...
- in case of telecommunication tower to be built on ...
- Is there a tolerance recommendation for base plate to ...
- in case of telecommunication tower to be built on ...
- The definition of Z in sections 2.6.5.2, 2.6.6.4, and ...
- If Ca=1.5 is used for a rectangular cluster of ...
- Section 2.6.5.2 “Velocity Pressure Coefficient”Question: Shall “z” in the ...
- Section 4.9.9: I'm using this section to calculate the ...
- Section 2.6.6.4 - Rev-G provides a simplified method of ...
- WHICH IS THE unbraced length "L" TO CONSIDER, ACCORDING ...
- Does section 2.8.2 Limit State Deformations of ANSI/TIA 222-G ...
- Where it has been suggested in previous posts that ...
- We understand section 2.6.4.1 to apply only to areas ...
- Waveguides, downleads, and other cables are frequently strapped to ...
- Should step pegs and safety climb be included in ...
- Section 3.6.2 note 1 regarding pattern loading and tower ...
- Approximately when will the next revision or amendment to ...
- I have a tower for which the plumb and ...
- In Section 4.4.1 of TIA/EIA-222-G December 2009 the minimum ...
- Section 3108.1 of the 2012 IBC eliminates the 222-G ...
- Section 9.6 What is the intent of the grade ...
- One thing I recently noticed was in Table C1, ...
- Regarding recent FAQ 1128: would it be possible to ...
- I’m trying to determine if a pad & pier ...
- Is it the intention of drafters of the TIA ...
- Section 2.6.5: Addendum 2 defines Exposure Category C as ...
- Section 5.4.2 gives requirements for Non Pre-Qualified Steel stating ...
- Which of the states adhere to the Rev G ...
- In Section 4.5.1, the following language is used:"A multiple ...
- Shall “z” in the equation be based on mid-height ...
- Section 4.9.9: I’m using this section to calculate the ...
- Section 2.6.6.4 - Rev-G provides a simplified method of ...
- Which is the unbraced length to consider, according to ...
- I am a commercial building reviewer for the City ...
- Does section 2.8.2 Limit State Deformations of ANSI/TIA 222-G ...
- Can section 2.8.2 also be applied to a TIA-222-F ...
- Table 4-6 provides slenderness requirements for horizontal members, specifically ...
- Where it has been suggested in previous posts that ...
- One thing I recently noticed was in Table C1, ...
- In Section 4.5.1, the following language is used:"A multiple ...
- Is it acceptable to use Ka = 0.6 for ...
- For double angles, are the modified (KL/r)m equations shall ...
- K is not mentioned on the right side of ...
- Is (KL/r)o shall include the curves defined in Table ...
- Section 4.9.8. Does the definition of Guy Assembly Link ...
- Section 12 Climbing Facilities in TIA-222-GWhat is the strength ...
- Section 12 Climbing Facilities TIA-222-GWhat is the strength requirement ...
- Section 4.5.3 Built-Up Members states that "A minimum of ...
- Referencing Section 2.3.2, Exception 4 and Note 3; for ...
- Is there any back up material for the usage ...
- I am a structural engineer in Oregon, and I ...
- Section 2.6.1: In the definitions section of 2.6.1, a ...
- Does TIA-222-G include any consideration of loads other than ...
- Should mounts be subjected to Section 15 requirements that ...
- Hello,The effective projected area of transmission lines mounted in ...
- Section 2.6.9My question is regarding how to determine the ...
- Hello. A question was asked about the validity of ...
- The inspection intervals are recommended. Can I extend the ...
- Is there any available document or article that explains ...
- Section A.2.2 and Table 2-1 establish the classification of ...
- Section A.2.2 and Table 2-1 establish the classification of ...
- The industry is on the verge of the release ...
- Do T-Arm mounts classify as Sector Mount or a ...
- When an EPA at an elevation is specified in ...
- Use of Survival wind speed with ANSI/TIA-222H : There ...
- Section 15.7 Exemption 7, states to use a 50% ...
- Do T-Arm mounts classify as Sector Mount or a ...
- Section 15.7 Exemption 7, states to use a 50% ...
- Can ASCE 7-16 wind maps be used per TIA-222-G ...
- I have a question regarding TIA-222-H Clause 2.6.9 & ...
Questions in 13.0 PLANS, ASSEMBLY TOLERANCES, AND MARKING
- I have a tower for which the plumb and twist was recently taken by a registered surveyor. The initial Plumb and twist for the first two sections are out by a significant amount. The first two sections were stick built and it looks like the concrete foundation is not level. Is there an exemption to cover this?
(271269 views) - Is there a tolerance recommendation for base plate to monopole connections? If the base plate is not perfectly perpendicular to the monopole, then the pole is installed out of plumb until it is plumbed up with leveling nuts. At this point the base plate is not level. What is the recommended tolerance for how out of level the base plate of a monopole can be?
(273249 views) - Section 13.3 question regarding plumb measurement of monopoles; submitted 7/20/2011
(283903 views)