Tall Tower Overturning Moment - Wind & Seismic
Tall Tower Overturning Moment - Wind & Seismic
(OP)
I have to design a base ring for a tower which is 100" diameter x 50ft. tall. Out of the top center of the tower is a 24" diameter duct that elbows to the side of the tower and then down the side of the tower. How do I account for the projection of the 24" duct above the top of the tower in the overturning moment calculations for wind and seismic scenarios?
Thanks.
Thanks.






RE: Tall Tower Overturning Moment - Wind & Seismic
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RE: Tall Tower Overturning Moment - Wind & Seismic