EN 1991-1-4 · SP RK EN

Wind on signboards

Horizontal force, eccentricity and overturning moment at the base for signboards on supports.

Results

Detailed report

Project Subject Designer Date

About this calculation

Horizontal force, eccentricity and overturning moment at the base for signboards on supports.

Design basis

EN 1991-1-4, 7.4.3

Input data

Wind at the site: Site; Kazakhstan wind zone; Fundamental basic wind velocity vb,0; Directional factor cdir; Season factor cseason; Terrain category (Table 4.1); Orography factor c0; Air density ρ
Signboard: b — board width; h — board height; zg — clearance below the board; Structural factor cscd

Output

External pressure coefficients c_pe and pressures by zone
Peak velocity pressure q_p(z) with intermediate values
Zone layout and a detailed PDF, Word, Excel report

FAQ

Where do I get the basic wind velocity for Kazakhstan?

Start typing a settlement name — the wind zone and v_b,0 are filled from the SP RK EN 1991-1-4 map. The zone map is also available as a separate page.

Is internal pressure included?

Yes, c_pi per 7.2.9; internal pressure is given as a separate load and is not added to the external pressure.

Can the report be used in a design?

The report shows formulas, substitutions and clause references. Check national parameters against the current National Annex; the designer is responsible for the result.