Self-Supporting Tower
Self-Supporting Tower
(OP)
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 and 45 degree wind direction. Any input will be a great help.
Thanks
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 and 45 degree wind direction. Any input will be a great help.
Thanks






RE: Self-Supporting Tower
RE: Self-Supporting Tower
To design, why not use RisaTower to do the calculation?
There is some hand calculation examples at the website of Risa3D if you need it.