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Re: Which method do you like for calculating deflection

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You made my day. I'm a serious Excel user but didn't know about this blog. I have also designed a tapered steel pole - but the scope of the actual design is not yet finalized. I.e. - 175 mph(3s) versus 200 mph(3s) - 400 feet + free standing. Anyway, I'll pursue the blog and it's advantage of use.

On 3/11/2013 1:03 PM, Mike Jones wrote:
Macaulay's Method - I'm using it for a tapered steel pole. The blog below contains links to his implementation.



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