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Etude d’un bâtiment en( RDC+6 étages avec sous sol) à usage multiple contreventé par un système (voile-porteures)

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Figure

Figure I.1 : Diagramme contrainte déformation du béton à l’E.L.U.
Figure II.4 : Plancher étage courants (corps creux)
Tableau II.4 : Evaluation des charges  du mur extérieur  Matériaux Epaisseur  (Cm) Masse volumique (KN/m3) Charge permanente KN/m2
Diagramme des moments             M = Q.H
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