Eurocode EN 1991-1-4:2005

Wind Load Case according to EN 1991-1-4:2005 is implemented. Refer to the following document for further information: EN 1991-1-4:2005 Eurocode 1: Actions on structures: Part 1-4: General actions – Wind actions Annex A

Note: The detailed procedure given in the following sections for buildings with height less than 200m. Use of wind calculation according to EN 1991-1-4:2005 for buildings taller than 200m may not be applicable.

Basic Wind Velocity (v_b): Section 4.2

Mean Wind Velocity (v_m(z)): Section 4.3.1

Wind Turbulence (I_v(z)): Section 4.4

Peak Velocity Pressure (q_b(z)): Section 4.5

Wind Pressure on Surface: Section 5.1

Definition of Reference Height z_e in calculation of Wind Pressure w_e

Wind Forces: Section 5.2

Structural Factor, c_sc_d: Section 6

Eccentric Load Cases

Final Remarks about the Implementation

Parent topic: Story Forces: Wind