1. Evaluarea incarcarilor gravitationale 1.1. Evaluarea incarcarilor permanente

Nr. Crt. Denumirea stratului Grosime [m]

Incarcarea

1 2 3 4 5 6 7 8

1 tencuiala interioara mortar ciment-var 0.015 1900 28.5 1.35 38.475

2 zidarie BCA 0.3 1100 330 1.35 445.5

3 adeziv polistiren 0.005 1800 9 1.35 12.15

4 polistiren expandat 0.1 20 2 1.35 2.75 tencuiala exterioara decorativa 0.003 21 0.063 1.35 0.08505

Total 369.563 498.91005

Perete despartitor 1 placa ghips-carton x2buc 0.0125 70 0.875 1.35 1.18125

2 vata minerala 0.075 10 0.75 1.35 1.0125

3 placa ghips-carton x2buc 0.0125 70 0.875 1.35 1.18125

Total 2.5 3.375

Element de constructie

Greutate specifica [daN/m³]

Valoarea caract. [daN/m²]

γfValoarea de calcul [daN/m²]

Perete exterior de inchidere

Pardoseala rece 1 granit 0.015 2400 36 1.35 48.62 adeziv 0.005 1800 9 1.35 12.153 sapa 0.045 1800 81 04 fonoizolatie din polistiren extrudat 0.03 20 0.6 1.35 0.815 placa din beton armat 0.14 2500 350 1.35 472.56 tencuiala mortar var ciment 0.015 1900 28.5 1.35 38.475

Total 505.1 572.535Pardoseala calda 1 mocheta 0.01 10 0.1 1.35 0.135

2 sapa egalizare 0.05 1800 90 1.35 121.53 fonoizolatie din polistiren extrudat 0.04 20 0.8 1.35 1.084 placa din beton armat 0.14 2500 350 1.35 472.55 tencuiala mortar var ciment 0.015 1900 28.5 1.35 38.475

Total 469.4 633.69

1 strat pietris 0.05 1600 80 1.35 108

2 Membrana Bauder 200S4 0.025 84 2.1 1.35 2.835

3 Sapa de panta semiuscata armata 0.05 1600 80 1.35 108

4 folie de PVC se neglijeaza

5 termoizolatie 0.15 20 3 1.35 4.056 bariera de vapori Bauder 0.004 84 0.336 1.35 0.45368 planseu beton armat 0.14 2500 350 1.35 472.5

9 tencuiala interioara 0.01 1900 19 1.35 25.65

Total 534.436 721.4886

Planseu terasa necirculabila

Atic 1 tencuiala exterioara decorativa 0.003 21 0.063 1.35 0.08505

2 polistiren expandat 0.1 20 2 1.35 2.73 adeziv polistiren 0.005 1800 9 1.35 12.154 zidarie BCA 0.3 1100 330 1.35 445.55 polistiren expandat 0.1 20 2 1.35 2.76 hidroizolatie se neglijeaza7 tencuiala decorativa 0.01 1900 19 1.35 25.65

Total 360.063 486.08505

1.2. Evaluarea incarcarilor utile

Incarcara utila

1 2 3 4 5

250 375 0.4 150

300 450 0.4 120

75 112.5 0.4 30

Element de constructie Valoarea caract. Qk [daN/m²] Val. de calcul 1,5Qki

[daN/m²]Coeficient Ψ2,I

[-]In cazul act. seismice

Ψ2,I*Qki

Planseu curent (incaperi)

Planseu curent (scari, podeste)

Planseu terasa necirculabia

Pereti despartitori 50 75 1 50

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