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...
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.
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...