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Fw: Steel Antenna Towers.

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I sent the following request on Sunday but there is no response for the last
two days. I hope my knowledgeable and experienced colleagues will respond.


> I have to design Microwave Antenna Towers to TIA-222-E. I have gone
through
> this standard but could not find specific answer to the following
questions.
>
> 1. While calculating wind loads on members, shall I ignore the rear and
side
> faces of the tower?
>
> 2. Is the wind load to be applied as UDL on the members or Conc loads on
> the joints? What is the normal practice?
>
> TIA
>
> Amin
>



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