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ST7- Wind Loads on Shell Elements
Wind loads are often expressed in terms of force per unit length, and often vary with respect to height. It is quite easy to apply this sort of loading to a beam element using a distributed force, but applying equivalent wind loading to a shell element mesh takes some additional consideration. This document outlines how to apply an equivalent varying wind load to both beam and shell elements. A 1.5 m diameter tower is considered.  Given a wind load of 30 kgf/m at a height of 4 m, and 100 kgf/m...
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