Vertical Walls of Rectangular Plan Buildings

• Pressure coefficients depending on reference heights, z_e and aspect ratio h/b are calculated automatically.

Notation

b = Width of the structure
c_pe,10 = External pressure coefficient
h = Height of the structure
q_b = Basic velocity pressure
q_p(z_e) = Peak velocity pressure
z_e = Reference height
w_e = Wind pressure acting on the external surfaces

The wind pressure acting on the external surfaces, w_e is obtained from equation below. Pressure coefficients c_pe should be defined for each zone.

The reference heights, z_e, for windward walls of rectangular plan buildings depend on the aspect ratio h/b and are always the upper heights of the different parts of the walls.

The values of c_pe,10 are given in EN 1991-1-4 Table 7.1

Shape of velocity pressure of wind action is given in EN 1991-1-4 Figure 7.4 for the following three cases:

In the ideCAD software, the regions to which the pressure coefficients will be applied are calculated automatically.

Next Topic

Monopitch Roofs - Wind Pressure Coefficients

Related Topics

• Duopitch Roofs - Wind Pressure Coefficients