Denumire strat Coeficienți parțiali de siguranță Valori de calcul [kN/m²]

SLU SLS SLU SLS[m] [kN/m³] [kN/m²] GF GS GC GF GCP GF GS GC GF GCP

Permanente

Gresie 0.010 23.00 0.230 1.35 1 1 1 1 0.31 0.23 0.23 0.23 0.23Adeziv prindere gresie 0.004 15.50 0.062 1.35 1 1 1 1 0.08 0.06 0.06 0.06 0.06Șapă autonivelantă 0.040 21.00 0.840 1.35 1 1 1 1 1.13 0.84 0.84 0.84 0.84Termoizolație polistiren extrud 0.050 0.36 0.018 1.35 1 1 1 1 0.02 0.02 0.02 0.02 0.02Placă din beton armat 0.140 25.00 3.500 1.35 1 1 1 1 4.73 3.50 3.50 3.50 3.50Finisaj interior tencuială 0.020 21.00 0.420 1.35 1 1 1 1 0.57 0.42 0.42 0.42 0.42Pereți de compartimentare din r - - 1.000 1.35 1 1 1 1 1.35 1.00 1.00 1.00 1.00TOTAL ÎNCĂRCĂRI PERMANENTE - - 5.070 - - - - - 8.19 6.07 6.07 6.07 6.07

VariabileÎncărcări utile - - 1.500 1.50 0.6 0.7 0.5 0.3 2.25 0.90 1.05 0.75 0.45TOTAL ÎNCĂRCĂRI VARIABILE - - - - - - - - 2.25 0.90 1.05 0.75 0.45TOTAL ÎNCĂRCĂRI PLANȘEU CURE 10.44 6.97 7.12 6.82 6.52

-

Denumire strat Coeficienți parțiali de siguranță Valori de calcul [kN/m²]

SLU SLS SLU SLS[m] [kN/m³] [kN/m²] GF GS GC GF GCP GF GS GC GF GCP

Permanente

Hidroizolație membrană bitumi - - 0.055 1.35 1 1 1 1 0.07 0.06 0.06 0.06 0.06Șapă de protecție termoizolați 0.015 21.00 0.315 1.35 1 1 1 1 0.43 0.32 0.32 0.32 0.32Termoizolație polistiren extrud 0.050 0.36 0.018 1.35 1 1 1 1 0.02 0.02 0.02 0.02 0.02Șapă de pantă 0.100 21.00 2.100 1.35 1 1 1 1 2.84 2.10 2.10 2.10 2.10Placă din beton armat 0.140 25.00 3.500 1.35 1 1 1 1 4.73 3.50 3.50 3.50 3.50Finisaj interior tencuială 0.020 21.00 0.420 1.35 1 1 1 1 0.57 0.42 0.42 0.42 0.42TOTAL ÎNCĂRCĂRI PERMANENTE - - 6.408 - - - - - 8.65 6.41 6.41 6.41 6.41

VariabileÎncărcări utile - - 0.750 1.05 0.3 0.7 0.3 0.3 0.79 0.22 0.52 0.22 0.22Zăpada - - 1.600 1.50 0.4 1 0.5 0.4 2.40 0.64 1.60 0.80 0.64TOTAL ÎNCĂRCĂRI VARIABILE - - - - - - - - 3.19 0.87 2.13 1.03 0.87TOTAL ÎNCĂRCĂRI TERASĂ 11.84 7.27 8.53 7.43 7.27

Încărcăriplanșeucurent

Grosime

strat

Greutate

specifică

Valoarecaracteris

tică

Încărcăriterasă

necirculabilă

Grosime

strat

Greutate

specifică

Valoarecaracteris

tică

Denumire strat Coeficienți parțiali de siguranță Valori de calcul [kN/m]

SLU SLS SLU SLS[m] [m] [kN/m³] [kN/m] GF GS GC GF GCP GF GS GC GF GCP

Permanente

Finisaj exterior tencuială 0.025 2.7 21.00 1.418 1.35 1 1 1 1 1.91 1.42 1.42 1.42 1.42Centura 0.350 0.25 25.00 2.188 1.35 1 1 1 1 2.95 2.19 2.19 2.19 2.19Zidărie caramida 0.290 2.5 11.00 7.975 1.35 1 1 1 1 10.77 7.98 7.98 7.98 7.98Mortar M10 - - - 0.917 1.35 1 1 1 1 1.24 0.92 0.92 0.92 0.92Sistem termoizolație verticală 0.050 2.7 0.36 0.049 1.35 1 1 1 1 0.07 0.05 0.05 0.05 0.05Finisaj interior tencuială 0.025 2.7 21.00 1.418 1.35 1 1 1 1 1.91 1.42 1.42 1.42 1.42TOTAL ÎNCĂRCĂRI DIN PEREȚI PARTER 18.85 13.96 13.96 13.96 13.96

Denumire strat Coeficienți parțiali de siguranță Valori de calcul [kN/m]

SLU SLS SLU SLS[m] [m] [kN/m³] [kN/m] GF GS GC GF GCP GF GS GC GF GCP

Permanente

Finisaj exterior tencuială 0.025 2.7 21.00 1.418 1.35 1 1 1 1 1.91 1.42 1.42 1.42 1.42Centura 0.250 0.25 25.00 1.563 1.35 1 1 1 1 2.11 1.56 1.56 1.56 1.56Zidărie caramida 0.240 2.45 11.00 6.468 1.35 1 1 1 1 8.73 6.47 6.47 6.47 6.47Mortar M10 - - - 0.744 1.35 1 1 1 1 1.00 0.74 0.74 0.74 0.74Sistem termoizolație verticală 0.050 2.7 0.36 0.049 1.35 1 1 1 1 0.07 0.05 0.05 0.05 0.05Finisaj interior tencuială 0.025 2.7 21.00 1.418 1.35 1 1 1 1 1.91 1.42 1.42 1.42 1.42TOTAL ÎNCĂRCĂRI DIN PEREȚI ETAJ 15.74 11.66 11.66 11.66 11.66

Denumire strat Coeficienți parțiali de siguranță Valori de calcul [kN/m]

SLU SLS SLU SLS[m] [m] [kN/m³] [kN/m] GF GS GC GF GCP GF GS GC GF GCP

Permanente

Finisaj exterior tencuială 0.025 0.6 21.00 0.315 1.35 1 1 1 1 0.43 0.32 0.32 0.32 0.32Sistem termoizolație verticală 0.050 0.6 0.36 0.011 1.35 1 1 1 1 0.01 0.01 0.01 0.01 0.01Atic din beton armat 0.150 0.6 25.00 2.250 1.35 1 1 1 1 3.04 2.25 2.25 2.25 2.25Finisaj interior tencuială 0.025 0.6 21.00 0.315 1.35 1 1 1 1 0.43 0.32 0.32 0.32 0.32TOTAL ÎNCĂRCĂRI DIN ATIC 3.90 2.89 2.89 2.89 2.89

Încărcăriperețiparter

Grosimestrat

Înălțimestrat

Greutatespecifică

Valoarecaracteristică

Încărcăriperețietaj

Grosimestrat

Înălțimestrat

Greutatespecifică

Valoarecaracteristică

Încărcăriatic

Grosimestrat

Înălțimestrat

Greutatespecifică

Valoarecaracteristică

Etaj -cota 5.40 SLU SLSGF GS GC

Directie MontantN/A N/A Incarcare

[mp] [m] [m] [mp] [kN/m][kN/m] [kN/mp[kN] [kN/m] [kN/mp] [kN/m] [kN/m] [kN/mp][kN] [kN/m] [kN/mp][kN/m] [kN/m] [kN/mp] [kN] [kN/m]

Transversala

M1 0.4491 1.3 1.3 2.235

15.74 3.90 11.84

51.99 39.99 115.77

11.66 2.89 7.27

35.17 27.05 78.31

11.66 2.89 8.53

37.98 29.22M2 1.4577 4.85 4.85 2.235 121.72 25.10 83.50 86.82 17.90 59.56 89.63 18.48M3 0.3491 0.96 0.96 1.2047 33.12 34.50 94.86 22.73 23.68 65.11 24.25 25.26M4 1.5 4.7 0 8.05 169.27 36.01 112.85 113.34 24.11 75.56 123.48 26.27M5 0.9467 3 0 10.134 167.18 55.73 176.60 108.68 36.23 114.80 121.45 40.48M6 0.2118 0.65 0 3.358 49.98 76.90 235.99 32.00 49.23 151.09 36.23 55.74M7 0.993 2.9 0 9.209 154.66 53.33 155.75 100.79 34.75 101.50 112.39 38.75M8 0.766 2.2 0 11.04 165.32 75.14 215.82 105.94 48.16 138.30 119.85 54.48M9 0.7267 2.2 0 2.76 67.30 30.59 92.61 45.72 20.78 62.92 49.20 22.36M10 0.7058 2.2 2.2 2.69 75.05 34.12 106.34 51.57 23.44 73.07 54.96 24.98M11 0.7641 2.13 2.13 2.69 73.68 34.59 96.43 50.55 23.73 66.16 53.94 25.33M12 0.4709 1.32 1.32 2.705 57.95 43.90 123.06 38.88 29.45 82.56 42.29 32.03M13 0.4235 1.39 1.39 2.705 59.32 42.68 140.08 39.90 28.70 94.21 43.30 31.15

Longitudinala

M1' 0.9626 2.7 2.7 2.7 84.99 31.48 88.30 58.92 21.82 61.21 62.32 23.08M2' 0.894 2.65 2.65 2.65 83.42 31.48 93.31 57.83 21.82 64.68 61.17 23.08M3' 1.32 3.84 0 3.84 105.89 27.58 80.22 72.69 18.93 55.07 77.53 20.19M4' 0.8447 2.55 0 2.55 70.32 27.58 83.25 48.27 18.93 57.15 51.49 20.19M5' 0.3669 1.4 0 1.4 38.61 27.58 105.23 26.50 18.93 72.24 28.27 20.19M6' 0.581 1.8 0 0 28.33 15.74 48.76 20.98 11.66 36.12 20.98 11.66M7' 0.4056 1.42 0 4.288 73.11 51.49 180.25 47.74 33.62 117.70 53.14 37.43M8' 0.457 1.4 0 1.4 38.61 27.58 84.48 26.50 18.93 57.99 28.27 20.19M9' 0.8921 3.18 0 3.18 87.69 27.58 98.30 60.20 18.93 67.48 64.21 20.19M10' 0.2061 0.6 0 0.9663 20.88 34.80 101.32 14.02 23.37 68.04 15.24 25.40M11' 0.9826 2.71 2.71 1.82 74.77 27.59 76.10 52.66 19.43 53.60 54.96 20.28M12' 0.8195 2.24 2.24 3.766 88.58 39.54 108.09 59.98 26.78 73.19 64.72 28.89M13' 0.6435 1.9 1.9 6.132 109.91 57.85 170.80 72.24 38.02 112.26 79.97 42.09

Parter -cota 2.70 SLUGF GS GC

Directie MontantN/A N/A Incarcare

[mp] [m] [m] [mp] [kN/m][kN/m] [kN/mp[kN] [kN/m] [kN/mp] [kN/m] [kN/m] [kN/mp][kN] [kN/m] [kN/mp][kN/m] [kN/m] [kN/mp] [kN] [kN/m]

Transversala

M1 0.561 1.65 0 2.419

18.85

39.99

9.82

120.85 73.24 215.41

13.96

27.05

6.97

84.54 51.23 150.69

13.96

29.22

7.12

88.47 53.62M2 0.549 1.55 0 2.007 25.10 87.83 56.66 159.97 17.90 63.38 40.89 115.44 18.48 64.58 41.66M3 1.1304 3.04 0 3.455 34.50 196.10 64.51 173.48 23.68 138.50 45.56 122.53 25.26 143.83 47.31M4 0.287 1 0 0.99 36.01 64.59 64.59 225.04 24.11 44.98 44.98 156.72 26.27 47.28 47.28M5 0.9844 2.85 0 8.227 55.73 293.34 102.93 297.99 36.23 200.38 70.31 203.56 40.48 213.75 75.00M6 0.3075 0.9 0 2.607 76.90 111.77 124.19 363.49 49.23 75.05 83.38 244.05 55.74 81.30 90.33M7 0.77 2.21 0 7.195 53.33 230.18 104.15 298.93 34.75 157.81 71.41 204.95 38.75 167.73 75.90M8 0.377 1.1 0 5.482 75.14 157.23 142.93 417.05 48.16 106.54 96.85 282.60 54.48 114.32 103.92M9 0.3512 1.07 0 5.482 30.59 106.73 99.75 303.91 20.78 75.39 70.46 214.66 22.36 77.90 72.80

Ariemontan

tLungimemontant

Lungimeatic

Arieaferenta

Incarcare

pereti

Incarcareatic

Incarcare

terasa

Incarcare

Incarcare

liniara

Incarcare

pereti

Incarcareatic

Incarcare

terasa

Incarcare

Incarcare

liniara

Incarcare

pereti

Incarcare

atic

Incarcareterasa

Incarcare

liniara

Ariemontan

tLungimeaferenta

Lungimeatic

Arieaferenta

Incarcare

pereti

Incarcare

pereti etaj 1

Incarcare

planseu

Incarcare

Incarcare

liniara

Incarcare

pereti

Incarcarepereti etaj

1

Incarcare

planseu

Incarcare

Incarcare

liniara

Incarcare

pereti

Incarcare

pereti etaj 1

Incarcareplanseu

Incarcare

liniara

Longitudinal

M10 0.7073 2.12 0 2.71218.85

34.129.82

138.92 65.53 196.4113.96

23.446.97

98.20 46.32 138.8413.96

24.987.12

101.87 48.05M11 0.7648 2.19 0 2.712 34.59 143.67 65.60 187.85 23.73 101.46 46.33 132.66 25.33 105.35 48.11M12 0.767 2.13 0 2.7205 43.90 160.37 75.29 209.09 29.45 111.44 52.32 145.29 32.03 117.35 55.09M13 0.765 2.19 0 2.7205 42.68 161.46 73.73 211.06 28.70 112.40 51.32 146.93 31.15 118.18 53.96M1' 1.54 2.69 0 1.83 31.48 153.36 57.01 99.58 21.82 109.02 40.53 70.79 23.08 112.68 41.89M2' 1.0975 2 0 4.283 31.48 142.72 71.36 130.04 21.82 101.42 50.71 92.41 23.08 104.58 52.29M3' 0.992 2.61 0 5.674 27.58 176.89 67.77 178.32 18.93 125.40 48.05 126.41 20.19 129.54 49.63M4' 0.6396 1.86 0 3.955 27.58 125.19 67.31 195.73 18.93 88.75 47.71 138.76 20.19 91.69 49.29M5' 0.6721 1.77 0 3.756 27.58 119.06 67.27 177.15 18.93 84.40 47.68 125.58 20.19 87.20 49.26M6' 0.5459 1.57 0 3.756 15.74 91.19 58.08 167.04 11.66 66.40 42.30 121.64 11.66 66.97 42.65M7' 0.8553 2 0 3.955 51.49 179.51 89.76 209.88 33.62 122.73 61.37 143.50 37.43 130.94 65.47M8' 0.469 1.36 0 4.416 27.58 106.51 78.31 227.09 18.93 75.52 55.53 161.01 20.19 77.89 57.27M9' 1.312 3.75 0 17.59 27.58 346.83 92.49 264.36 18.93 245.96 65.59 187.47 20.19 253.32 67.55M10' 0.975 2.69 0 3.6 34.80 179.68 66.80 184.29 23.37 125.52 46.66 128.74 25.40 131.52 48.89M11' 0.9773 2.69 0 1.77 27.59 142.31 52.90 145.61 19.43 102.17 37.98 104.55 20.28 104.71 38.93M12' 0.6408 1.84 0 3.76 39.54 144.37 78.46 225.29 26.78 101.17 54.98 157.88 28.89 105.63 57.41M13' 0.965 2.78 0 6 57.85 272.14 97.89 282.01 38.02 186.34 67.03 193.10 42.09 198.54 71.42

fb [Mpa] 10.00fm [Mpa] 10.00k [Mpa] 0.45 2.8fk [Mpa] 4.50 2.5

GFfd [Mpa]

1.61 1GS 1.80GC 4.50

fvko [Mpa 0.270.065fb [ 0.65fbt=0,035f 0.35fxk1 0.24fxk2 0.48

Etaj -cota 5.40

DirectieMontant

Rez. la int. din incov.SLU SLS

fvkofvk,l≤0,065fb

fbtfvk,i fvd,l fvd,i fxd1 fxd2

GF GS GC GF GS GC GF GS GC GF GS GC GF GS GC GF GS GC GF

[MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa]

Transversala

M1 0.116 0.078 0.085

0.27

0.316 0.301 0.304

0.35

0.125 0.112 0.114 0.113 0.301 0.122 0.045 0.045 0.114

0.086 0.096 0.240 0.171

M2 0.083 0.060 0.061 0.303 0.294 0.295 0.114 0.105 0.106 0.108 0.294 0.118 0.041 0.042 0.106M3 0.095 0.065 0.069 0.308 0.296 0.298 0.118 0.107 0.109 0.110 0.296 0.119 0.042 0.043 0.109M4 0.113 0.076 0.082 0.315 0.300 0.303 0.124 0.111 0.114 0.113 0.300 0.121 0.044 0.044 0.114M5 0.177 0.115 0.128 0.341 0.316 0.321 0.145 0.125 0.130 0.122 0.316 0.129 0.052 0.050 0.130M6 0.236 0.151 0.171 0.364 0.330 0.338 0.161 0.137 0.143 0.130 0.330 0.135 0.057 0.055 0.143M7 0.156 0.101 0.113 0.332 0.311 0.315 0.138 0.121 0.125 0.119 0.311 0.126 0.049 0.048 0.125M8 0.216 0.138 0.156 0.356 0.325 0.333 0.156 0.133 0.138 0.127 0.325 0.133 0.056 0.053 0.138

ΥM

σ=N/A fvk,l f vk,i (fvd,l)

Longitudinala

M9 0.093 0.063 0.0680.27

0.307 0.295 0.2970.35

0.117 0.106 0.108 0.110 0.295 0.119 0.042 0.042 0.1080.086 0.096 0.240 0.171

M10 0.106 0.073 0.078 0.313 0.299 0.301 0.122 0.110 0.112 0.112 0.299 0.120 0.044 0.044 0.112M11 0.096 0.066 0.071 0.309 0.296 0.298 0.119 0.107 0.109 0.110 0.296 0.119 0.042 0.043 0.109M12 0.123 0.083 0.090 0.319 0.303 0.306 0.128 0.114 0.116 0.114 0.303 0.122 0.046 0.045 0.116M13 0.140 0.094 0.102 0.326 0.308 0.311 0.133 0.118 0.121 0.116 0.308 0.124 0.048 0.047 0.121M1' 0.088 0.061 0.065 0.305 0.294 0.296 0.116 0.105 0.107 0.109 0.294 0.118 0.041 0.042 0.107M2' 0.093 0.065 0.068 0.307 0.296 0.297 0.118 0.107 0.108 0.110 0.296 0.119 0.042 0.043 0.108M3' 0.080 0.055 0.059 0.302 0.292 0.293 0.113 0.103 0.104 0.108 0.292 0.117 0.040 0.041 0.104M4' 0.083 0.057 0.061 0.303 0.293 0.294 0.114 0.104 0.105 0.108 0.293 0.118 0.041 0.042 0.105M5' 0.105 0.072 0.077 0.312 0.299 0.301 0.122 0.110 0.112 0.111 0.299 0.120 0.044 0.044 0.112M6' 0.049 0.036 0.036 0.290 0.284 0.284 0.100 0.095 0.095 0.103 0.284 0.114 0.036 0.038 0.095M7' 0.180 0.118 0.131 0.342 0.317 0.322 0.146 0.126 0.130 0.122 0.317 0.129 0.052 0.050 0.130M8' 0.084 0.058 0.062 0.304 0.293 0.295 0.114 0.104 0.106 0.108 0.293 0.118 0.041 0.042 0.106M9' 0.098 0.067 0.072 0.309 0.297 0.299 0.119 0.108 0.110 0.110 0.297 0.120 0.043 0.043 0.110M10' 0.101 0.068 0.074 0.311 0.297 0.300 0.120 0.108 0.110 0.111 0.297 0.120 0.043 0.043 0.110M11' 0.076 0.054 0.056 0.300 0.291 0.292 0.111 0.102 0.103 0.107 0.291 0.117 0.040 0.041 0.103M12' 0.108 0.073 0.079 0.313 0.299 0.302 0.123 0.110 0.112 0.112 0.299 0.121 0.044 0.044 0.112M13' 0.171 0.112 0.124 0.338 0.315 0.320 0.143 0.124 0.128 0.121 0.315 0.128 0.051 0.050 0.128

Parter- cota 2.70

DirectieMontant

(fvd,l)

SLU SLS fvkofvkl≤0,065fb fbt fvki fvd,l fvd,i fxd1 fxd2GF GS GC GF GS GC GF GS GC GF GS GC GF GS GC GF GS GC GF[MPa] [MPa] [MPa] [MPa] [MPa][MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa]

TransversalaM1 0.215 0.151 0.158 0.27 0.3562 0.33028 0.3331 0.35 0.155 0.137 0.139 0.127 0.330 0.133 0.056 0.055 0.139

0.0860.096 0.240 0.171

M3 0.173 0.123 0.127 0.27 0.3394 0.31901 0.3209 0.35 0.144 0.128 0.129 0.121 0.319 0.128 0.051 0.051 0.129M4 0.225 0.157 0.165 0.27 0.36 0.33269 0.3359 0.35 0.158 0.139 0.141 0.129 0.333 0.134 0.056 0.055 0.141M5 0.298 0.204 0.217 0.27 0.3892 0.35142 0.3569 0.35 0.177 0.152 0.156 0.139 0.351 0.143 0.063 0.061 0.156M7 0.299 0.205 0.218 0.27 0.3896 0.35198 0.3571 0.35 0.177 0.153 0.156 0.139 0.352 0.143 0.063 0.061 0.156M8 0.417 0.283 0.303 0.27 0.4368 0.38304 0.3913 0.35 0.203 0.173 0.178 0.156 0.383 0.157 0.073 0.069 0.178M9 0.304 0.215 0.222 0.27 0.3916 0.35586 0.3587 0.35 0.178 0.155 0.157 0.140 0.356 0.143 0.064 0.062 0.157

LongitudinalM10 0.196 0.139 0.144 0.27 0.3486 0.32554 0.3276 0.35 0.150 0.133 0.135 0.124 0.326 0.131 0.054 0.053 0.135M11 0.188 0.133 0.138 0.27 0.3451 0.32306 0.3251 0.35 0.148 0.131 0.133 0.123 0.323 0.130 0.053 0.052 0.133M12 0.209 0.145 0.153 0.27 0.3536 0.32812 0.3312 0.35 0.154 0.135 0.137 0.126 0.328 0.132 0.055 0.054 0.137M13 0.211 0.147 0.154 0.27 0.3544 0.32877 0.3318 0.35 0.154 0.136 0.138 0.127 0.329 0.133 0.055 0.054 0.138M1' 0.100 0.071 0.073 0.27 0.3098 0.29832 0.2993 0.35 0.120 0.109 0.110 0.111 0.298 0.120 0.043 0.044 0.110M2' 0.130 0.092 0.095 0.27 0.322 0.30696 0.3081 0.35 0.130 0.117 0.118 0.115 0.307 0.123 0.046 0.047 0.118M3' 0.178 0.126 0.131 0.27 0.3413 0.32057 0.3222 0.35 0.145 0.129 0.130 0.122 0.321 0.129 0.052 0.052 0.130M4' 0.196 0.139 0.143 0.27 0.3483 0.3255 0.3273 0.35 0.150 0.133 0.134 0.124 0.326 0.131 0.054 0.053 0.134M5' 0.177 0.126 0.130 0.27 0.3409 0.32023 0.3219 0.35 0.145 0.129 0.130 0.122 0.320 0.129 0.052 0.051 0.130M6' 0.167 0.122 0.123 0.27 0.3368 0.31866 0.3191 0.35 0.142 0.127 0.128 0.120 0.319 0.128 0.051 0.051 0.128M7' 0.210 0.143 0.153 0.27 0.354 0.3274 0.3312 0.35 0.154 0.134 0.137 0.126 0.327 0.132 0.055 0.054 0.137M8' 0.227 0.161 0.166 0.27 0.3608 0.33441 0.3364 0.35 0.159 0.140 0.141 0.129 0.334 0.135 0.057 0.056 0.141M9' 0.264 0.187 0.193 0.27 0.3757 0.34499 0.3472 0.35 0.168 0.148 0.149 0.134 0.345 0.139 0.060 0.059 0.149M10' 0.184 0.129 0.135 0.27 0.3437 0.3215 0.324 0.35 0.147 0.130 0.132 0.123 0.321 0.130 0.052 0.052 0.132

σ=N/A fvk,l fvk,i

M11' 0.146 0.105 0.107 0.27 0.3282 0.31182 0.3129 0.35 0.135 0.122 0.122 0.117 0.312 0.125 0.048 0.049 0.122

0.0860.096 0.240 0.171

M12' 0.225 0.158 0.165 0.27 0.3601 0.33315 0.3359 0.35 0.158 0.139 0.141 0.129 0.333 0.134 0.056 0.056 0.141M13' 0.282 0.193 0.206 0.27 0.3828 0.34724 0.3523 0.35 0.173 0.149 0.153 0.137 0.347 0.141 0.062 0.060 0.153

Mase montanti

MontantParter Etaj

Masa parter Masa etaj Masa totalFb Zk mk*zk Zk mk*zkM1 2.47791 M1 1.3407796 3.81869 4.913623 2.7 6.69036 0.8331 5.4 7.24021 0.745022 3.66076 4.0933052M2 1.961005 M2 2.1101102 4.071115 5.238426 2.7 5.29471 0.715 5.4 11.3946 0.85317 4.46927 3.745662M3 4.489769 M3 0.9580252 5.447794 7.00984 2.7 12.1224 0.9268 5.4 5.17334 0.53537 3.75286 6.4964305M4 1.141075 M4 3.2407821 4.381857 5.638267 2.7 3.0809 0.4874 5.4 17.5002 0.938788 5.29314 2.7478355M5 5.837431 M5 3.8314121 9.668843 12.44119 2.7 15.7611 0.8044 5.4 20.6896 0.779944 9.70344 10.00825M6 2.156768 M6 0.8301078 2.986875 3.843302 2.7 5.82327 0.8752 5.4 4.48258 0.675154 2.59482 3.3637932M7 4.614184 M7 2.6991642 7.313349 9.410305 2.7 12.4583 0.8219 5.4 14.5755 0.759549 7.14758 7.7345654M8 3.004367 M8 2.933793 5.93816 7.640809 2.7 8.11179 0.7344 5.4 15.8425 0.84059 6.42279 5.6113506M9 2.025784 M9 1.1330104 3.158795 4.064516 2.7 5.46962 0.8284 5.4 6.11826 0.751256 3.05349 3.3670455M10 2.846083 M10 1.227264 4.073347 5.241298 2.7 7.68442 0.8623 5.4 6.62723 0.699568 3.66665 4.5194981M11 3.080347 M11 1.3471639 4.427511 5.697011 2.7 8.31694 0.8606 5.4 7.27469 0.702527 4.0023 4.9028547M12 3.468039 M12 1.0536524 4.521691 5.818196 2.7 9.36371 0.8989 5.4 5.68972 0.621301 3.61485 5.2297209M13 3.397962 M13 0.9212229 4.319185 5.557625 2.7 9.1745 0.9088 5.4 4.9746 0.594155 3.30209 5.0504984M1' 5.528141 M1' 1.5444319 7.072572 9.100491 2.7 14.926 0.9062 5.4 8.33993 0.601376 5.47282 8.2471373M2' 4.74235 M2' 1.4343675 6.176717 7.947768 2.7 12.8043 0.8993 5.4 7.74558 0.620245 4.92957 7.1471319M3' 4.105272 M3' 1.8552992 5.960571 7.669646 2.7 11.0842 0.8566 5.4 10.0186 0.709338 5.44037 6.569955M4' 2.631669 M4' 1.1872509 3.818919 4.913918 2.7 7.10551 0.8568 5.4 6.41115 0.708977 3.48386 4.2104062M5' 2.763942 M5' 0.5156888 3.27963 4.219999 2.7 7.46264 0.9354 5.4 2.78472 0.501872 2.1179 3.9472344M6' 1.989432 M6' 0.4660494 2.455482 3.159542 2.7 5.37147 0.9202 5.4 2.51667 0.558502 1.76461 2.9072939M7' 4.497776 M7' 1.0643697 5.562146 7.15698 2.7 12.144 0.9194 5.4 5.7476 0.560994 4.01503 6.5802492M8' 2.192801 M8' 0.6423271 2.835128 3.648045 2.7 5.92056 0.9021 5.4 3.46857 0.612673 2.23506 3.291001

dk dk Fk etaj Fk parter

M9' 7.082205 M9' 1.253873 8.336078 10.72628 2.7 19.122 0.9385 5.4 6.77091 0.488765 5.24263 10.066215M10' 3.986276 M10' 0.3655993 4.351875 5.599688 2.7 10.7629 0.9671 5.4 1.97424 0.331219 1.85472 5.4157251M11' 3.303645 M11' 1.3818109 4.685456 6.028917 2.7 8.91984 0.8659 5.4 7.46178 0.693124 4.17879 5.2202293M12' 3.000891 M12' 1.6516941 4.652585 5.986621 2.7 8.10241 0.8307 5.4 8.91915 0.748248 4.47948 4.9728869M13' 5.474822 M13' 1.8972862 7.372108 9.485913 2.7 14.782 0.8862 5.4 10.2453 0.651733 6.18228 8.4068816

112.081 143.85316

REZISTENTA LA COMPRESIUNE AXIALA A PERETILOR DIN ZIDARIE COMFINATA

Excentricitatea datorata fortelor perpendiculare pe planul peretelui Excentricitateaincarcarilor verticaleei [m] t [cm] Φi

SLUSLS

GF GS

Montanti parter l [m] α Fk [kN] Wed [kN\mp]Med [kN/m]Nl [kN] N2 [kN] ehi [m] d1 [m] d2 [m] eio [m] ea [m] fd[N/mm2] Nrd[kN] fd[N/mm2] Nrd [kN] fd[N/mm2] Nrd [kN]

M1 1.65

0.083

4.0933052 1.516039 0.342576 51.23 13.7157 0.0053

0.0092 0

0.470331

0.01

0.4856058

30

0.967626

1.6

3745.1

1.8

801.8624

4.5

10533.096M2 1.55 3.745662 1.387282 0.276634 40.89 11.3797 0.0053 0.375357 0.3806495 0.974623 3129.71 670.1014 8802.311M3 3.04 6.4964305 2.406085 1.845595 45.56 19.5899 0.0283 0.418244 0.4465719 0.970229 5363.42 1148.361 15084.628M4 1 2.7478355 1.017717 0.08447 44.98 5.6133 0.0017 0.412902 0.4145713 0.972362 1540.22 329.7763 4331.8723M5 2.85 10.00825 3.706759 2.498977 70.31 46.6471 0.0214 0.64544 0.6668071 0.955546 12578 2693.082 35375.753M6 0.9 3.3637932 1.245849 0.083758 83.38 14.7817 0.0009 0.765468 0.7663216 0.948912 3958.1 847.4679 11132.16M7 2.21 7.7345654 2.864654 1.161274 71.41 40.7957 0.0103 0.655531 0.6658806 0.955608 11001 2355.412 30940.197M8 1.1 5.6113506 2.078278 0.208721 96.85 31.0829 0.0016 0.889123 0.8907542 0.940616 8250.33 1766.477 23204.066M9 1.07 3.3670455 1.247054 0.118503 70.46 31.0829 0.0012 0.64678 0.6479468 0.956804 8392.32 1796.876 23603.387M10 2.12 4.5194981 1.673888 0.624419 46.32 15.377 0.0101 0.425228 0.435349 0.970977 4213.26 902.1004 11849.8M11 2.19 4.9028547 1.815872 0.722856 46.33 15.377 0.0117 0.425295 0.4370097 0.970866 4212.78 901.9975 11848.449M12 2.13 5.2297209 1.936934 0.729377 52.32 15.4252 0.0108 0.480283 0.4910494 0.967263 4210.3 901.467 11841.48M13 2.19 5.0504984 1.870555 0.744624 51.32 15.4252 0.0112 0.471154 0.4823091 0.967846 4212.84 902.01 11848.613M1' 2.69 8.2471373 3.054495 1.834519 40.53 10.3761 0.036 0.372034 0.408074 0.972795 2848.34 609.8581 8010.9673M2' 2 7.1471319 2.647086 0.878833 50.71 24.2846 0.0117 0.465529 0.4772472 0.968184 6634.77 1420.568 18660.285M3' 2.61 6.569955 2.433317 1.375808 48.05 32.1716 0.0172 0.441067 0.4582182 0.969452 8801.07 1884.395 24753.021M4' 1.86 4.2104062 1.55941 0.44778 47.71 22.4249 0.0064 0.438022 0.4444056 0.970373 6140.52 1314.745 17270.213M5' 1.77 3.9472344 1.461939 0.380149 47.68 21.2965 0.0055 0.437746 0.4432566 0.97045 5832.01 1248.691 16402.538M6' 1.57 2.9072939 1.076776 0.220294 42.30 21.2965 0.0035 0.388276 0.3917403 0.973884 5852.65 1253.11 16460.587M7' 2 6.5802492 2.437129 0.809127 61.37 22.4249 0.0097 0.563347 0.573003 0.9618 6086.27 1303.129 17117.632M8' 1.36 3.291001 1.218889 0.18712 55.53 25.0387 0.0023 0.50973 0.5120526 0.965863 6824.4 1461.171 19193.633M9' 3.75 10.066215 3.728228 4.351541 65.59 99.7353 0.0263 0.602099 0.6284201 0.958105 26964.9 5773.45 75838.827M10' 2.69 5.4157251 2.005824 1.204691 46.66 20.412 0.018 0.428359 0.4463195 0.970245 5588.61 1196.576 15717.975M11' 2.69 5.2202293 1.933418 1.161204 37.98 10.0359 0.0242 0.34868 0.3728627 0.975142 2761.6 591.2861 7767.0099M12' 1.84 4.9728869 1.84181 0.517557 54.98 21.3192 0.0068 0.504741 0.5115244 0.965898 5810.84 1244.158 16343M13' 2.78 8.4068816 3.11366 1.99728 67.03 34.02 0.0198 0.615315 0.6350805 0.957661 9193.55 1968.428 25856.855

REZISTENTA LA COMPRESIUNE SI INCOVOIERE A PERETILOR DIN ZIDARIE CONFINATA

Excentricitatea

accidentala

Parter EtajMontanti parter Montanti etaj

M1 124.4013 M1 45.14969 0.260186 0.110169 91.065 33.0508 0.6949 0.5949 86.4474 26.86025 7.10935M2 86.78599 M2 121.4909 0.181513 0.296448 63.53 88.9345 0.6842 2.2768 59.3827 276.6075 7.10935M3 184.5837 M3 27.3206 0.386057 0.066665 135.12 19.9994 1.327 0.4467 244.937 12.20323 7.10935M4 78.76413 M4 159.11175 0.164735 0.388247 57.657 116.474 0.4176 2.1559 32.8944 343.0253 7.10935M5 297.241 M5 158.93685 0.62168 0.38782 217.59 116.346 1.1142 1.3061 331.174 207.5859 7.10935M6 114.4992 M6 46.018192 0.239476 0.112288 83.816 33.6865 0.3303 0.2689 37.8148 12.37226 7.10935M7 231.2218 M7 135.50242 0.483601 0.330638 169.26 99.1913 0.8632 1.2847 199.591 174.0774 7.10935M8 160.5645 M8 142.44183 0.335821 0.34757 117.54 104.271 0.3821 0.9262 61.35 131.9317 7.10935M9 113.8155 M9 61.120823 0.238045 0.14914 83.316 44.742 0.416 1.0254 47.3446 62.67512 7.10935M10 145.7354 M10 70.184356 0.304806 0.171256 106.68 51.3768 0.9076 1.0144 132.269 71.19305 7.10935M11 143.9888 M11 61.616854 0.301153 0.15035 105.4 45.1051 0.9444 0.9898 135.986 60.98989 7.10935M12 155.8787 M12 48.731311 0.326021 0.118909 114.11 35.6726 0.902 0.6005 140.601 29.26538 7.10935M13 161.7803 M13 58.412764 0.338364 0.142532 118.43 42.7597 0.9258 0.6237 149.779 36.43402 7.10935M1' 93.75674 M1' 71.519562 0.196093 0.174514 68.632 52.3542 1.247 1.2627 116.91 90.31083 11.3197M2' 91.02737 M2' 74.181806 0.190384 0.18101 66.634 54.303 0.9048 1.2345 82.3623 91.57707 11.3197M3' 162.8947 M3' 92.416346 0.340695 0.225504 119.24 67.6512 1.1347 1.8072 184.829 167.0193 11.3197M4' 127.4234 M4' 63.685145 0.266506 0.155397 93.277 46.6192 0.7967 1.1973 101.524 76.25031 11.3197M5' 109.7416 M5' 44.194542 0.229525 0.107839 80.334 32.3516 0.7702 0.6461 84.5271 28.55324 11.3197M6' 91.78929 M6' 26.329643 0.191978 0.064247 67.192 19.274 0.689 0.8679 63.2438 22.85088 11.3197M7' 146.9172 M7' 76.788037 0.307278 0.18737 107.55 56.2109 0.8464 0.6163 124.345 47.32564 11.3197M8' 108.0953 M8' 35.481351 0.226082 0.086578 79.129 25.9733 0.567 0.6567 61.2856 23.301 11.3197M9' 346.9666 M9' 93.778002 0.725682 0.228826 254 68.6479 1.5122 1.4756 524.669 138.3776 11.3197M10' 173.5079 M10' 18.237786 0.362892 0.044502 127 13.3505 1.1636 0.2777 201.886 5.065529 11.3197M11' 137.0962 M11' 61.86627 0.286737 0.150959 100.36 45.2877 1.2016 1.2795 164.739 79.15916 11.3197M12' 145.0896 M12' 72.635342 0.303455 0.177237 106.21 53.171 0.7683 1.0314 111.468 74.91476 11.3197M13' 274.3956 M13' 97.356108 0.573899 0.237557 200.86 71.2672 1.1031 0.8312 302.672 80.92447 11.3197

0.04252 mpl s transv 10.03 ml s longit 15.97 m l zc = Azc / t

Ned Ned lzc parter lzc etaj Azc parter[mp]Azc etaj[mp]yzc I parter yzc I etaj MR d (z.n.a)[kN*m]MR d (z.n.a)[kN*m]MRd (As)

As =(4 φ 12) Ned = σd *l*t

SLSGC

N/A

[kN/mp]84.5861.4969.4582.32

128.28171.06113.18156.46

67.7077.8770.6089.80

102.2564.7468.4258.7460.9577.0436.12

131.0361.8571.9773.9555.9378.98

124.27

GC

N/A

[kN/mp]157.71117.63127.24164.76217.13264.38217.84303.23221.81

144.03137.75152.99154.48

73.1795.29

130.59143.35129.74122.67153.09166.08193.08134.89107.15164.84205.74

Rez. la int. din incov.fxd2

GS GC

[MPa] [MPa]

0.192 0.480

0.192 0.480

GS GC[MPa] [MPa]

0.1920.480

0.1920.480