Produse pentru număr pp de proces (2)

Selon la note d’information 66 du SETRA (juillet 1989), il y a des règles permettant de dimensionner les supports et massifs de fondation. Où P est la pression du vent en daN/m2, S la surface du panneau et HG la hauteur du centre de gravité. On a : HP = HSP + H/2 + 0,2m Le moment fléchissant dû à l’effort du vent calculé au niveau de la surface du massif de fondation est donné par la formule suivante : M = P × S × HP

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