3. Wind effects on prismatic constructions with a quadrangular base
The dynamic pressures to be taken into account are those defined in paragraph 2 .
The wind is assumed to blow perpendicular to the vertical walls of the building.
Wind actions are a function of a coefficient γ 0 depending on the shape of the construction. The coefficient γ 0 can be read from...
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Wind effects on prismatic constructions with a quadrangular base
Wind effects on prismatic constructions with a regular or circular polygonal base
