faltomalto3 Posted May 25, 2011 Report Share Posted May 25, 2011 je prépare memoire R+9:angry: COMMENT calcule Charges permanentes de reservoir Calcul des surfaces " Saff" est : S=1.5x2.25=3.37 m² Charges permanentes : Poids du réservoir: G=(poids des deux dalles inferieure et supérieure/4 + poids des parois/2 (5.1x0.15x25x1.85/2)+(3.6x25x0.15x1.85/2)+(0.15x5.1x3.6x25x2)/4=64.60 KN Poutres principales : Gpp = 0,30 x 0,40 x 25 x 4.8/2 = 7.2 KN Poutres secondaire : Gps = 0,30 x 0,30 x 25 x 3.3/2 = 3.71 KN G =75.51 KN Surcharge d’exploitation =poids de l’eau+ surcharge d’entretien Q =3.37x2x10+3.37x1 = 70.77 KN ?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? Quote Link to comment Share on other sites More sharing options...
Assines Posted May 25, 2011 Report Share Posted May 25, 2011 Quote Link to comment Share on other sites More sharing options...
faltomalto3 Posted May 26, 2011 Author Report Share Posted May 26, 2011 Quote Link to comment Share on other sites More sharing options...
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