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  • Users: sengg
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  1. sengg

    Self-Supporting Tower

    Hi All, I am working on a design of a triangular self-suporting tower and using TIA-222-F standard. TIA-222-F Table 2 shows the values for DF (direction of factor for flat members) for normal, 60 and 90 degree wind directions. I would like to know what factors should we consider for 30 degree...
  2. sengg

    Design of Monopoles (Telecommunication Tower)

    Should we consider the tensile check for design of monopoles for TIA-222-F & TIA-222-G? If yes, can we use the effective yield stress to compute allowable tensile capacity.
  3. sengg

    Force Coefficients for Cantilevered Tubular Pole Structures

    Hi All, I am working on 18-sided monopole (Telecommunication Tower) using TIA-222-F standard. I would like to know if there is an addendum on Rev F which includes the force coefficients (CF) for 18-sided pole structures. I have a copy of Rev F and it does not include CF for 18-sided pole and...
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