New options have been added:

• Possibility to generate wind loads according to simplified method (loads are applied to the element which is the first geometrical obstacle for wind)

• New criteria of structure generation

  a) system of columns and diagrids on lateral edge

  b) mass dimensions (height, contour scaling, length of rectangle and prismatoid sides, circle diameter)

• New criteria of structure evaluation

           a) horizontal displacement

           b) admissible horizontal displacement

Below there is a document describing the usage of wind loads generation option to steel tower optimization due to horizontal displacements.

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