Verification of the sw6 tower equipment skirt base
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This post was last edited by “Can one live without a heart?” Edited on 2017-7-14 at 10:57. The check in Tali School shows this result; I reduced the length of the skirt segment as suggested, but it still gives the same warning. If I set it to 0, an error message appears (something about overflow). The diameter of the tower is 15.4M, and now I’m unable to generate the strength verification document due to one remaining issue!
Could any of you experts help answer this question? ! :'(It’s urgent.) . . .
There are issues with the values of 15.4 m for the tower diameter and 3200 mm for the bottom diameter of the skirt base; please verify these figures, OP.
There is an issue with the correspondence between the tower diameter of 15.4 m and the inner diameter of 3200 mm for the base cross-section of the skirt; please verify this, OP.
It’s all wrong – no proper calculations were done. The diameter has been entered incorrectly; the thickness of the fire-resistant layer is only 30 mm. The inner diameter of the skirt and the length of the connection section are also incorrect. A skirt with a diameter of over ten meters has a total height of just over 1 meter. Are you planning to plant this end cap in the ground?
The total height of the skirt base is equal to the height of the centerline of the largest hole in the skirt base; by default, it is not possible to define a transition section, so reducing the height of the centerline of the largest opening will suffice
Skirt seat height. 1355? You should double-check this size; it’s probably incorrect.