moment in a lateral loaded pile
moment in a lateral loaded pile
(OP)
In the Structural Engineering Handbook by Gaylord & Gaylord, there is a formula for moment in a lateral loaded pile, M=Cm x Qhg x T. Cm is defined, but I can't find a definition of T, other than z=x/T. Can anyone tell me a definition for z, x, and/or T. This is found on page 5-84 of my old copy. Also, does anyone have any other good design methods. I use Enercalc to determine pole embedment, but it doesn't give design forces for the pole (auger cast pile).






RE: moment in a lateral loaded pile
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