2
Ax E1,E7,F1,F7,G1,G7,H,1,H7,I1,I7,J1,J7 pconv=pconv,baza+cB+cD pconv,baza[kN/m2]= 200 B[m]= 4.00 Df[m]= 1.60 Corc!"a # $a!"% B&'% cB=pconv,baza x k1 x (B-1) k1,pam coeziv 0.05 k1,pam necoeziv 0.10 cB [kN/m2] 60 B('% cB,pam necoeziv=0. x pconv,baza cB,pam coeziv=0.2 x pconv,baza Corc!"a # a#anc"% D)&2% cD=pconv,baza x (Df-2)/ cD= *20 D) 2% cD=k2 x !me" x (Df-2) !me" [kN/m#]= 1$.$ k2pam coezive,p%afoa&e= 2 pconv= 240

Calcul pconv corectii

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Calcul presiune conventionala cu corectii de latime si adancime

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Sheet1Ax E1,E7,F1,F7,G1,G7,H,1,H7,I1,I7,J1,J7Ax D1,D7,K1,K7pconv=pconv,baza+cB+cDpconv=pconv,baza+cB+cDpconv,baza[kN/m2]=200pconv,baza[kN/m2]=200B[m]=4.00B[m]=4.00Df[m]=1.60Df[m]=1.60Corectia de latimeCorectia de latimeB