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- Section 2.6.9.2What does the term “In the absence of ...
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- Section 2.6.9.2Can I use loading that is less than ...
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- 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
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- 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 ...
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- 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 ...
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- Section 3.6.2 note 1 regarding pattern loading and tower ...
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- I have a tower for which the plumb and ...
- In Section 4.4.1 of TIA/EIA-222-G December 2009 the minimum ...
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- 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 ...
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- 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 ...
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- 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 ...
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- Section 4.5.3 Built-Up Members states that "A minimum of ...
- Referencing Section 2.3.2, Exception 4 and Note 3; for ...
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- Section 2.6.1: In the definitions section of 2.6.1, a ...
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- Hello,The effective projected area of transmission lines mounted in ...
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- Section A.2.2 and Table 2-1 establish the classification of ...
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- 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% ...
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- Section 15.7 Exemption 7, states to use a 50% ...
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- I have a question regarding TIA-222-H Clause 2.6.9 & ...
Questions in 5.0 STRUCTURAL DESIGN REQUIREMENTS
- 5.0 STRUCTURAL DESIGN REQUIREMENTS (0 FAQs
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