Characteristics of Wind Load on Spatial Structures with Typical Shapes due to Aerodynamic Geometrical Parameters and Terrain Type

Table 3

Mean pressure coefficient distributions of the cantilevered roofs (β = −10°, −5°, 5°, and 10°; h/H = 0.75; b/a = 5.2).

	Upper roof	Lower roof	Net value
β = −10°
Β = −5°
β = 0°
β = 5°
β = 10°