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  • Users: civilgee
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  1. civilgee

    Wind Loads on a flagpole??

    I do not see any reference to this in either AASHTO LTS-4, 2001 or ASCE-7, 98. Given F=0.00256*Kz*Kh*I*Cd*(V)^2*A, what would you use for the Cd? All other coefficients are easy to calculate. Is this the correct methodology?
  2. civilgee

    Pole foundations on slopes

    I am trying to determine the effects of a light pole foundation located on a slope. When looking at the groundline moment applied to the foundation, how do I account for the slope? What is the angle of the slope for which it can be ignored. I cannot find any guide for determining the...

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