TIA TR14 STEERING COMMITTEE FAQ

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• 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 & ...