Evaluarea incarcarilor pe planseu Nr crt Denumirea incarcarii Valoare caracteristica Fk kN\m2] Incarcari permanente G 1 2 3 4 Tencuiala 1.0x1.0x0.02x210 Placa B.A.1.0x1.0x0.13x250 Strat de uzura (gresie) Sapa de egalizare1.0x1.0x0.05x210 Total permanente 0.41 3.25 1.00 1.05 5.71 Incarcari variabile Q 1 Utila Total variabile TOTAL 2.00 2.00 1.5 1.5 3.00 3.00 1.35 1.35 1.35 1.35 1.35 0.5535 4.3875 1.350 1.4175 7.71 Coeficient partial de siguranta f Valoarea de calcul Fd [kN\m2]

7.71

10.71

Evaluarea incarcarilor din sarpanta Nr crt Denumirea incarcarii Valoare caracteristica Fk kN\m2] Incarcari permanente G 1 2 3 4 5 6 Tigla profilata, inclusive sipci si capriori Astereala Carton Bitumat Termoizolatie Podina Tavan rigips Total permanente 0.5 0.15 0.05 0.16 0.15 0.45 1.46 Incarcari variabile Q 1 2 Utila Zapada Total variabile TOTAL 0.7 1 1.7 1.5 1.5 1.5 1.05 1.5 2.55 1.35 1.35 1.35 1.35 1.35 1.35 1.35 0.675 0.2 0.07 0.22 0.21 0.61 2 Coeficient partial de siguranta f Valoarea de calcul Fd [kN\m2]

3.16

4.55