Navigation
- FAQ Home
- All categories
- Instructions
- TIA-222-F
- Miscellaneous
- TIA-222-G
- TIA-222-H
- 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 APPURTENANCE MOUNTING SYSTEMS
- 17.0 SMALL WIND TURBINE SUPPORT STRUCTURES
- 18.0 INSTALLATION
- ANNEX A: USER AND PROCUREMENT GUIDELINES (Normative)
- ANNEX B: WIND, ICE, EARTHQUAKE AND FROST DEPTH MAPS (Normative)
- ANNEX C: DESIGN WIND FORCE ON TYPICAL MICROWAVE ANTENNAS (Normative)
- ANNEX D: TWIST & SWAY LIMITATIONS FOR MICROWAVE ANTENNAS (Normative)
- ANNEX E: GUY RUPTURE (Normative) E-1
- ANNEX F: PRESUMPTIVE SOIL PARAMETERS (Normative)
- ANNEX G: GEOTECHNICAL INVESTIGATIONS (Informative)
- ANNEX H: ADDITIONAL CORROSION CONTROL (Normative)
- ANNEX I: CLIMBER ATTACHMENT ANCHORAGES (Informative)
- ANNEX J: MAINTENANCE AND CONDITION ASSESSMENT (Normative)
- ANNEX K: MEASURING GUY TENSIONS (Informative)
- ANNEX L: WIND SPEED CONVERSIONS (Normative)
- ANNEX M: WIND INDUCED STRUCTURAL OSCILLATIONS (Informative)
- ANNEX N: INITIAL CONSTRUCTION INSPECTION (Normative)
- ANNEX O: EXISTING STRUCTURES MODIFICATION INSPECTION (Normative)
- ANNEX P: TUBULAR POLE STRUCTURE WELD TOE CRACK EVALUATION (Informative)
- ANNEX Q: TUBULAR POLE BASE PLATES (Informative)
- ANNEX R: ASSUMED MATERIAL STANDARDS (Informative)
- ANNEX S: ANALYSIS OF EXISTING STRUCTURES BASED ON TARGET RELIABILITIES (Informative)
- ANNEX T: SI CONVERSION FACTORS (Normative)
- ANNEX U: REFERENCES (Informative)
- TIA-322
- TIA-1019-A
- TIA-5053
- Sitemap
39 users online :: 39 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 4.0 DESIGN STRENGTH OF STRUCTURAL STEEL
- 4.0 DESIGN STRENGTH OF STRUCTURAL STEEL (0 FAQs
)