125872019-Zidarie (2)

Rezistente medii la compresiune- [kgf/cm2]

Marca

mortarMarca Caramizii

C200 C150 C125 C100 C75 C50

M50 44 36 34 30 26 20

M25 36 30 28 26 22 18

M10 32 26 24 20 18 14

M4 28 24 22 18 14 12

Rezistente medii la intindere- [kgf/cm2]

Marca

mortarRi Rm R2 Rt

Rezistenta

din

intindere

centrica

Rezistenta

din

incovoiere

Rezistenta

din eforturi

principale

Rezistenta

la effort

tangential

M50 1.80 2.70 2.70 3.55

M25 1.10 1.80 1.80 2.45

M10 0.65 0.90 0.90 1.10

M4 0.20 0.45 0.45 0.45

tocap

so=N/At s 0.5 1 2 3 4

M10 0.10 0.20 0.40 0.70 0.90

M25 0.10 0.30 0.60 0.90 1.20

M50 0.10 0.30 0.60 1.00 1.30

C100 M4 0.10 0.10 0.30 0.50 0.60

M10 0.10 0.20 0.40 0.60 0.90

M25 0.10 0.30 0.50 0.80 1.10

M50 0.10 0.30 0.60 0.90 1.20

Stadiul C M4 0.20 0.30 0.50 0.60 0.70

M10 - 0.50 0.70 0.90 1.00

M25 - 0.90 1.10 1.40 1.50

M50 - - 1.40 1.70 1.90

M4 0.10 0.20 0.30 0.30 0.40

M10 - 0.40 0.60 0.80 0.90

M25 - 0.70 0.90 1.10 1.30

M50 - - 1.10 1.40 1.60

tcentrucap

=tcentru?cap

= tcentru,Ucap

so=NB/At 0.5 1 2 3 4

y = 0.2302x R² = 0.9988

0.00

0.50

1.00

1.50

2.00

2.50

3.00

0 5

1.50

2.00

2.50

3.00

M4 0.65 0.81 1.05 1.25 1.42

M10 1.12 1.31 1.62 1.87 2.10

M25 2.03 2.24 2.62 2.94 3.23

M50 2.94 3.16 3.56 3.92 4.25

?

0.00

0.50

1.00

1.50

0

tocap

5 6 7 8 9 10 11 12

1.10 1.30 1.60 1.80 2.10 2.30 2.50 2.70

1.50 1.70 2.00 2.30 2.60 2.90 3.20 3.50

1.60 2.00 2.30 2.60 3.00 3.30 3.60 4.00

0.80 0.90 1.10 1.30 1.40 1.60 1.70 1.90

1.10 1.30 1.50 1.70 2.00 2.20 2.40 2.60

1.30 1.60 1.90 2.20 2.40 2.70 3.00 3.20

1.50 1.80 2.10 2.50 2.80 3.10 3.40 3.70

0.80 0.90 1.00 - - - - -

1.20 1.30 1.40 - - - - -

1.70 1.90 2.10 - - - - -

2.10 2.40 2.60 - - - - -

0.50 0.50 0.50 - - - - -

1.10 1.20 1.30 - - - - -

1.50 1.70 1.80 - - - - -

1.80 2.00 2.20 - - - - -

tcentrucap

=tcentru?cap

= tcentru,Ucap

5 6 7 8 9 10 11 12

y = 0.2302x - 0.0285 R² = 0.9988

10 15

Series1

Linear (Series1)

y = 0.1439x + 0.754 R² = 0.9756

Series1

1.57 1.70 1.83 1.95 2.06 2.17 2.27 2.37

2.30 2.49 2.67 2.83 2.98 3.13 3.27 3.41

3.50 3.75 3.98 4.20 4.41 4.61 4.80 4.98

4.56 4.85 5.12 5.37 5.62 5.86 6.08 6.30

5 10 15

Series1

Linear (Series1)

Rezistente medii la compresiune- [kgf/cm2]

Marca

mortarMarca Caramizii

C200 C150 C125 C100 C75 C50

M50 44 36 34 30 26 20

M25 36 30 28 26 22 18

M10 32 26 24 20 18 14

M4 28 24 22 18 14 12

Rezistente medii la intindere- [kgf/cm2]

Marca

mortarRi Rm R2 Rt

Rezistenta

din

intindere

centrica

Rezistenta

din

incovoiere

Rezistenta

din eforturi

principale

Rezistenta

la effort

tangential

M50 1.80 2.70 2.70 3.55

M25 1.10 1.80 1.80 2.45

M10 0.65 0.90 0.90 1.10

M4 0.20 0.45 0.45 0.45

METODA DE CALCUL TITARU

Stadiul de Fisurare Stadiul Ultim

Ca eoua eovb xb

NB xa NB Cb

ei ei

eou eov

b b

bt1 bt2 bt1 bt2

CG Ac CG Ac

li li

t1 eouu eouv t2 t1 t2

U V U V

D D

Program de calcul zidarie

STADIUL DE FISURARE

DIRECTIE long

Seism Drt-Stg Seism Stg-Drt

Nivel Element H D z bt1 t1 At1,comprim

(m) (m) (m) (m) (m) (m2)

1 S12 2.95 2.05 2.95 0.00 0.00 0.00

1 S13 2.95 2.01 2.95 0.00 0.00 0.00

1 S5 5.53 5.26 5.53 1.72 0.76 1.31

1 S17 5.53 5.32 5.53 0.00 0.00 0.00

1 S6 5.53 5.23 5.53 1.68 0.76 1.28

1 S19 5.53 5.85 5.53 0.00 0.00 0.00

1 S9 5.53 7.87 5.53 1.38 0.76 1.05

1 S22 5.53 5.10 5.53 0.00 0.00 0.00

1 S20 5.53 2.53 5.53 0.00 0.00 0.00

1 S21 5.53 2.32 5.53 0.00 0.00 0.00

1 S1 2.95 1.44 2.95 1.71 0.76 1.30

1 S14 2.95 1.44 2.95 0.00 0.00 0.00

1 S2 2.95 0.76 2.95 0.00 0.00 0.00

1 S3 2.95 0.76 2.95 0.00 0.00 0.00

1 S15 2.95 0.76 2.95 0.00 0.00 0.00

1 S16 2.95 0.76 2.95 0.00 0.00 0.00

1 SB1 5.53 4.56 5.53 0.00 0.00 0.00

1 SB2 2.95 2.05 2.95 0.00 0.00 0.00

1 SB3 5.53 6.30 5.53 0.00 0.00 0.00

1 SB4 5.53 4.11 5.53 0.00 0.00 0.00

Rc*= rezistenta medie R2= Rezistenta din eforturi principale

Seism Stg-Drt Inima gr proprie din planseu

bt2 t2 At2,comprim b li Ainima Atotala qo1 qoi

(m) (m) (m2) (m) (m) (m2) (m2)

0.00 0.00 0.00 0.76 2.05 1.56 1.56 0.00 4.15

0.00 0.00 0.00 0.76 2.01 1.53 1.53 0.00 4.15

0.00 0.00 0.00 0.47 4.50 2.12 3.42 7.78 4.81

2.25 0.76 1.71 0.45 4.56 2.05 3.76 0.00 4.60

0.00 0.00 0.00 0.41 4.47 1.83 3.11 7.78 4.19

1.10 0.76 0.84 0.48 5.09 2.44 3.28 0.00 4.91

0.00 0.00 0.00 0.50 7.11 3.56 4.60 7.78 5.12

0.00 0.00 0.00 0.49 5.10 2.50 2.50 0.00 5.01

0.00 0.00 0.00 0.53 2.53 1.34 1.34 0.00 5.42

0.97 0.76 0.74 0.53 1.56 0.83 1.56 0.00 5.42

0.00 0.00 0.00 0.76 0.68 0.52 1.82 4.15 4.15

1.82 0.76 1.38 0.76 0.68 0.52 1.90 0.00 4.15

0.00 0.00 0.00 2.08 0.76 1.58 1.58 0.00 11.35

0.00 0.00 0.00 2.12 0.76 1.61 1.61 0.00 11.57

0.00 0.00 0.00 2.11 0.76 1.60 1.60 0.00 11.52

0.00 0.00 0.00 2.12 0.76 1.61 1.61 0.00 11.57

0.00 0.00 0.00 0.24 4.56 1.09 1.09 0.00 3.32

0.00 0.00 0.00 0.24 2.05 0.49 0.49 0.00 1.77

2.80 0.15 0.42 0.12 6.15 0.74 1.16 0.00 1.66

0.00 0.00 0.00 0.12 4.11 0.49 0.49 0.00 1.66

gr proprie din planseu Forta axiala

qo2 q11 q1i q12 q1 qi q2 Ni+1 Npropriu

(tf/m) (tf/m) (tf/m) (tf) (tf)

0.00 0.00 12.10 0.00 0.00 16.25 0.00 0.00 24.80

0.00 0.00 14.05 0.00 0.00 18.20 0.00 0.00 28.25

0.00 10.13 10.13 0.00 17.90 14.94 0.00 0.00 63.00

7.78 0.00 9.90 9.90 0.00 14.51 17.68 0.00 67.43

0.00 10.41 10.41 0.00 18.18 14.60 0.00 0.00 64.00

7.78 0.00 6.23 6.23 0.00 11.14 14.00 0.00 38.55

0.00 7.43 7.43 0.00 15.20 12.54 0.00 0.00 63.05

0.00 0.00 8.99 0.00 0.00 14.00 0.00 0.00 45.83

0.00 0.00 7.98 0.00 0.00 13.40 0.00 0.00 20.18

7.78 0.00 7.98 7.98 0.00 13.40 15.75 0.00 20.18

0.00 6.27 6.27 0.00 10.42 10.42 0.00 0.00 14.99

4.15 0.00 6.35 6.35 0.00 10.50 10.50 0.00 15.87

0.00 0.00 43.03 0.00 0.00 54.38 0.00 0.00 32.70

0.00 0.00 41.78 0.00 0.00 53.35 0.00 0.00 31.75

0.00 0.00 45.62 0.00 0.00 57.13 0.00 0.00 34.67

0.00 0.00 46.58 0.00 0.00 58.15 0.00 0.00 35.40

0.00 0.00 3.32 0.00 0.00 6.63 0.00 0.00 15.12

0.00 0.00 2.93 0.00 0.00 4.70 0.00 0.00 6.00

2.07 0.00 1.69 1.69 0.00 3.35 3.76 0.00 15.12

0.00 0.00 3.65 0.00 0.00 5.31 0.00 0.00 15.00

Forta axiala

NB dist ei observatie so Rc* R2 so/Rc Ac

(tf) (m) (m) (tf/m2) (tf/m

2) (tf/m2) (m

2)

33.30 1.03 0.00 in SC 21.38 120.00 4.50 0.18 0.28

36.59 1.01 0.00 in SC 23.95 120.00 4.50 0.20 0.30

98.01 2.18 0.18 in SC 28.64 120.00 4.50 0.24 0.82

105.92 3.28 -0.21 in SC 28.15 120.00 4.50 0.23 0.88

95.81 2.16 0.24 in SC 30.81 120.00 4.50 0.26 0.80

72.10 3.17 -0.12 in SC 21.99 120.00 4.50 0.18 0.60

110.15 3.57 0.15 in SC 23.93 120.00 4.50 0.20 0.92

71.40 2.55 0.00 in SC 28.57 120.00 4.50 0.24 0.59

33.90 1.27 0.00 in SC 25.28 120.00 4.50 0.21 0.28

36.18 1.27 -0.06 in SC 23.13 120.00 4.50 0.19 0.30

24.90 0.58 0.00 in SC 13.71 120.00 4.50 0.11 0.21

26.24 0.86 0.00 in SC 13.81 120.00 4.50 0.12 0.22

41.33 0.38 0.00 in SC 26.14 120.00 4.50 0.22 0.34

40.54 0.38 0.00 in SC 25.16 120.00 4.50 0.21 0.34

43.42 0.38 0.00 in SC 27.08 120.00 4.50 0.23 0.36

44.19 0.38 0.00 in SC 27.43 120.00 4.50 0.23 0.37

30.25 2.28 0.00 in SC 27.64 1500.00 90.00 0.02 0.02

9.63 1.03 0.00 in SC 19.57 1500.00 90.00 0.01 0.01

31.13 4.14 -0.08 in SC 26.88 1500.00 90.00 0.02 0.02

21.82 2.06 0.00 in SC 44.24 1500.00 90.00 0.03 0.01

xstg-drt xdrt-stg U V I eou eov eouu eouv

(m) (m) (m) (m) (m4) (m) (m) (m) (m)

0.37 0.37 1.03 1.03 0.55 0.34 0.34 0.34 0.34

0.40 0.40 1.01 1.01 1.03 0.67 0.67 0.67 0.67

1.74 0.47 2.01 3.25 20.40 2.97 1.83 2.01 2.79

0.39 1.96 3.49 1.83 20.19 1.54 2.93 2.72 1.75

1.95 0.48 1.92 3.31 17.62 2.95 1.71 1.95 2.71

0.55 1.25 3.29 2.56 29.04 2.69 3.46 3.34 2.81

1.84 0.67 3.42 4.45 117.16 7.44 5.72 5.86 7.30

1.21 1.21 2.55 2.55 27.62 4.34 4.34 4.34 4.34

0.53 0.53 1.27 1.27 1.81 1.07 1.07 1.07 1.07

0.31 0.57 1.33 0.99 0.77 0.37 0.50 0.44 0.43

0.27 0.12 0.58 0.86 0.14 0.13 0.09 0.09 0.13

0.12 0.29 0.86 0.58 0.36 0.22 0.33 0.33 0.22

0.17 0.17 0.38 0.38 0.06 0.10 0.10 0.10 0.10

0.16 0.16 0.38 0.38 0.06 0.10 0.10 0.10 0.10

0.17 0.17 0.38 0.38 0.06 0.10 0.10 0.10 0.10

0.17 0.17 0.38 0.38 0.06 0.10 0.10 0.10 0.10

0.08 0.08 2.28 2.28 8.65 3.47 3.47 3.47 3.47

0.03 0.03 1.03 1.03 0.35 0.70 0.70 0.70 0.70

0.01 0.17 4.22 2.08 15.99 3.27 6.63 6.55 3.35

0.12 0.12 2.06 2.06 2.85 2.82 2.82 2.82 2.82

D/xstg-drt. D/xdrt-stg Element indicator indicator indicator indicator Masoc,stg-drt

stg-drt stg-drt drt-stg drt-stg (tfm)

8.08 8.08 S12 0.34fara rupere

inclinata0.34

fara rupere

inclinata11.38

7.35 7.35 S13 0.72fara rupere

inclinata0.72

fara rupere

inclinata24.64

3.18 11.65 S5 1.77cu rupere

inclinata2.46

cu rupere

inclinata197.01

14.10 2.82 S17 2.69cu rupere

inclinata1.73

cu rupere

inclinata288.17

2.84 11.64 S6 1.88cu rupere

inclinata2.60

cu rupere

inclinata187.06

10.12 4.42 S19 2.13cu rupere

inclinata1.79

cu rupere

inclinata240.75

3.01 8.31 S9 3.94cu rupere

inclinata4.90

cu rupere

inclinata645.92

4.55 4.55 S22 2.75cu rupere

inclinata2.75

cu rupere

inclinata309.50

10.38 10.38 S20 0.63fara rupere

inclinata0.63

fara rupere

inclinata36.16

17.79 9.72 S21 0.32fara rupere

inclinata0.31

fara rupere

inclinata15.92

10.80 24.31 S1 0.12fara rupere

inclinata0.17

fara rupere

inclinata2.25

24.55 10.25 S14 0.44fara rupere

inclinata0.30

fara rupere

inclinata8.68

17.82 17.82 S2 0.11fara rupere

inclinata0.11

fara rupere

inclinata3.98

18.51 18.51 S3 0.11fara rupere

inclinata0.11

fara rupere

inclinata3.90

17.20 17.20 S15 0.11fara rupere

inclinata0.11

fara rupere

inclinata4.18

16.98 16.98 S16 0.11fara rupere

inclinata0.11

fara rupere

inclinata4.25

65.81 65.81 SB1 0.25fara rupere

inclinata0.25

fara rupere

inclinata104.83

110.30 110.30 SB2 0.07fara rupere

inclinata0.07

fara rupere

inclinata6.74

746.11 31.98 SB3 0.71fara rupere

inclinata0.36

fara rupere

inclinata204.04

45.62 45.62 SB4 0.31fara rupere

inclinata0.31

fara rupere

inclinata61.43

2360.79

Masoc,drt-stg Qasoc,stg-drt Qasoc,drt-stg Qcap,F indicator indicatorMod de

rupere

Mod de

rupere

(tfm) (tf) (tf) (tf) stg-drt drt-stg stg-drt drt-stg

11.38 3.86 3.86 11.21 1 1 semiductil semiductil


273.90 35.63 49.53 17.22 0 0 fragil fragil

185.17 52.11 33.48 16.58 0 0 fragil fragil

259.54 33.83 46.93 15.40 0 0 fragil fragil

202.72 43.54 36.66 17.78 0 0 fragil fragil

803.80 116.80 145.35 26.80 0 0 fragil fragil

309.50 55.97 55.97 20.32 0 0 fragil fragil












61.43 11.11 11.11 36.14 1 1 ductil ductil

2425.01 437.98 449.29 404.24

Element Qsir Qsir to,asoc,stg-drt to,asoc,drt-stg to,cap to?cap t,max

stg-drt drt-stg (tf/m2) (tf/m

2) (tf/m

2) (tf/m2) (tf/m

2)

S12 437.98 449.29 2.48 2.48 2.47 7.19 3.70

S13 5.47 5.47 2.70 7.54 4.06

S5 14.41 20.03 3.14 8.14 4.71

S17 21.77 13.99 3.10 8.08 4.64

S6 15.78 21.89 3.34 8.40 5.01

S19 15.50 13.06 2.52 7.28 3.78

S9 29.68 36.94 2.70 7.54 4.05

S22 22.40 22.40 3.13 8.13 4.70

S20 4.88 4.88 2.83 7.72 4.24

S21 2.34 2.28 2.63 7.43 3.94

S1 0.70 1.02 1.75 6.03 2.63

S14 2.69 1.79 1.76 6.05 2.64

S2 0.85 0.85 2.91 7.83 4.36

S3 0.82 0.82 2.82 7.70 4.23

S15 0.88 0.88 3.00 7.95 4.49

S16 0.90 0.90 3.03 7.99 4.54

SB1 17.32 17.32 3.05 68.60 4.57

SB2 4.65 4.65 2.30 66.20 3.45

SB3 48.80 24.95 2.98 68.38 4.47

SB4 22.52 22.52 4.59 73.28 6.89

Qy Qy SQy,sir SQy,sir yax yax Qstruct Qstruct SQy,struct

stg-drt drt-stg stg-drt drt-stg stg-drt drt-stg stg-drt drt-stg stg-drt

2.16 2.16 169.58 196.36 0.39 0.44 437.98 449.29 169.58

6.68 6.68

10.69 39.62

41.69 12.97

10.48 37.55

13.06 11.00

35.04 43.61

16.79 16.79

5.23 5.23

1.50 0.84

0.33 0.72

2.35 1.04

0.40 0.40

0.40 0.40

0.43 0.43

0.43 0.43

5.69 5.69

1.83 1.83

11.07 5.66

3.33 3.33

SQy,struct ystruct ystruct a1 a2 ystructamendat

ystructamendat

drt-stg stg-drt drt-stg stg-drt drt-stg

196.36 0.39 0.44 1.50 1.50 0.58 0.66

STADIUL ULTIM

DIRECTIE long s Rc*=

Seism Drt-Stg Seism Stg-Drt

Nivel ElementH D z bt1 t1 At1,comprim bt2

(m) (m) (m) (m) (m) (m2) (m)

1 S12 2.95 2.05 2.95 0.00 0.00 0.00 0.00

1 S13 2.95 2.01 2.95 0.00 0.00 0.00 0.00

1 S5 5.53 5.26 5.53 1.72 0.76 1.31 0.00

1 S17 5.53 5.32 5.53 0.00 0.00 0.00 2.25

1 S6 5.53 5.23 5.53 1.68 0.76 1.28 0.00

1 S19 5.53 5.85 5.53 0.00 0.00 0.00 1.10

1 S9 5.53 7.87 5.53 1.38 0.76 1.05 0.00

1 S22 5.53 5.10 5.53 0.00 0.00 0.00 0.00

1 S20 5.53 2.53 5.53 0.00 0.00 0.00 0.00

1 S21 5.53 2.32 5.53 0.00 0.00 0.00 0.97

1 S1 2.95 1.44 2.95 1.71 0.76 1.30 0.00

1 S14 2.95 1.44 2.95 0.00 0.00 0.00 1.82

1 S2 2.95 0.76 2.95 0.00 0.00 0.00 0.00

1 S3 2.95 0.76 2.95 0.00 0.00 0.00 0.00

1 S15 2.95 0.76 2.95 0.00 0.00 0.00 0.00

1 S16 2.95 0.76 2.95 0.00 0.00 0.00 0.00

1 SB1 5.53 4.56 5.53 0.00 0.00 0.00 0.00

1 SB2 2.95 2.05 2.95 0.00 0.00 0.00 0.00

1 SB3 5.53 6.30 5.53 0.00 0.00 0.00 2.80

1 SB4 5.53 4.11 5.53 0.00 0.00 0.00 0.00

rezistenta medie Rt= Rezistenta la efort tangential

Seism Stg-Drt Inima Forta axiala

t2 At2,comprim b li Ainima Atotala qo1 qoi qo2 q11

(m) (m2) (m) (m) (m

2) (m

2)

0.00 0.00 0.76 2.05 1.56 1.56 0.00 4.15 0.00 0.00

0.00 0.00 0.76 2.01 1.53 1.53 0.00 4.15 0.00 0.00

0.00 0.00 0.47 4.50 2.12 3.42 7.78 4.81 0.00 10.13

0.76 1.71 0.45 4.56 2.05 3.76 0.00 4.60 7.78 0.00

0.00 0.00 0.41 4.47 1.83 3.11 7.78 4.19 0.00 10.41

0.76 0.84 0.48 5.09 2.44 3.28 0.00 4.91 7.78 0.00

0.00 0.00 0.50 7.11 3.56 4.60 7.78 5.12 0.00 7.43

0.00 0.00 0.49 5.10 2.50 2.50 0.00 5.01 0.00 0.00

0.00 0.00 0.53 2.53 1.34 1.34 0.00 5.42 0.00 0.00

0.76 0.74 0.53 1.56 0.83 1.56 0.00 5.42 7.78 0.00

0.00 0.00 0.76 0.68 0.52 1.82 4.15 4.15 0.00 6.27

0.76 1.38 0.76 0.68 0.52 1.90 0.00 4.15 4.15 0.00

0.00 0.00 2.08 0.76 1.58 1.58 0.00 11.35 0.00 0.00

0.00 0.00 2.12 0.76 1.61 1.61 0.00 11.57 0.00 0.00

0.00 0.00 2.11 0.76 1.60 1.60 0.00 11.52 0.00 0.00

0.00 0.00 2.12 0.76 1.61 1.61 0.00 11.57 0.00 0.00

0.00 0.00 0.24 4.56 1.09 1.09 0.00 3.32 0.00 0.00

0.00 0.00 0.24 2.05 0.49 0.49 0.00 1.77 0.00 0.00

0.15 0.42 0.12 6.15 0.74 1.16 0.00 1.66 2.07 0.00

0.00 0.00 0.12 4.11 0.49 0.49 0.00 1.66 0.00 0.00

Forta axiala

q1i q12 q1 qi q2 Ni+1 Npropriu NB DIST ei

(tf/m) (tf/m) (tf/m) (tf) (tf) (tf) (m)

12.10 0.00 0.00 16.25 0.00 0.00 24.80 33.30 1.03 0.00

14.05 0.00 0.00 18.20 0.00 0.00 28.25 36.59 1.01 0.00

10.13 0.00 17.90 14.94 0.00 0.00 63.00 98.01 2.18 0.18

9.90 9.90 0.00 14.51 17.68 0.00 67.43 105.92 3.28 -0.21

10.41 0.00 18.18 14.60 0.00 0.00 64.00 95.81 2.16 0.24

6.23 6.23 0.00 11.14 14.00 0.00 38.55 72.10 3.17 -0.12

7.43 0.00 15.20 12.54 0.00 0.00 63.05 110.15 3.57 0.15

8.99 0.00 0.00 14.00 0.00 0.00 45.83 71.40 2.55 0.00

7.98 0.00 0.00 13.40 0.00 0.00 20.18 33.90 1.27 0.00

7.98 7.98 0.00 13.40 15.75 0.00 20.18 36.18 1.27 -0.06

6.27 0.00 10.42 10.42 0.00 0.00 14.99 24.90 0.58 0.00

6.35 6.35 0.00 10.50 10.50 0.00 15.87 26.24 0.86 0.00

43.03 0.00 0.00 54.38 0.00 0.00 32.70 41.33 0.38 0.00

41.78 0.00 0.00 53.35 0.00 0.00 31.75 40.54 0.38 0.00

45.62 0.00 0.00 57.13 0.00 0.00 34.67 43.42 0.38 0.00

46.58 0.00 0.00 58.15 0.00 0.00 35.40 44.19 0.38 0.00

3.32 0.00 0.00 6.63 0.00 0.00 15.12 30.25 2.28 0.00

2.93 0.00 0.00 4.70 0.00 0.00 6.00 9.63 1.03 0.00

1.69 1.69 0.00 3.35 3.76 0.00 15.12 31.13 4.14 -0.08

3.65 0.00 0.00 5.31 0.00 0.00 15.00 21.82 2.06 0.00

1006.80

observatie so Rc*

Rt so/Rc Ac xa xb 2s 2s

(tf/m2) (tf/m

2) (tf/m2) (m

2) (m) (m) stg-drt drt-stg

in SC 21.38 120.00 4.50 0.18 0.28 0.37 0.37 0.21 0.21

in SC 23.95 120.00 4.50 0.20 0.30 0.40 0.40 0.23 0.23

in afara SC 28.64 120.00 4.50 0.24 0.82 1.74 0.47 0.99 0.27

in afara SC 28.15 120.00 4.50 0.23 0.88 0.39 1.96 0.22 1.12

in afara SC 30.81 120.00 4.50 0.26 0.80 1.95 0.48 1.11 0.27

in afara SC 21.99 120.00 4.50 0.18 0.60 0.55 1.25 0.31 0.71

in afara SC 23.93 120.00 4.50 0.20 0.92 1.84 0.67 1.05 0.38

in SC 28.57 120.00 4.50 0.24 0.59 1.21 1.21 0.69 0.69

in SC 25.28 120.00 4.50 0.21 0.28 0.53 0.53 0.30 0.30

in SC 23.13 120.00 4.50 0.19 0.30 0.31 0.57 0.18 0.32

in SC 13.71 120.00 4.50 0.11 0.21 0.27 0.12 0.16 0.07

in SC 13.81 120.00 4.50 0.12 0.22 0.12 0.29 0.07 0.16

in SC 26.14 120.00 4.50 0.22 0.34 0.17 0.17 0.09 0.09

in SC 25.16 120.00 4.50 0.21 0.34 0.16 0.16 0.09 0.09

in SC 27.08 120.00 4.50 0.23 0.36 0.17 0.17 0.10 0.10

in SC 27.43 120.00 4.50 0.23 0.37 0.17 0.17 0.10 0.10

in SC 27.64 120.00 4.50 0.23 0.25 1.05 1.05 0.60 0.60

in SC 19.57 120.00 4.50 0.16 0.08 0.33 0.33 0.19 0.19

in afara SC 26.88 120.00 4.50 0.22 0.26 0.09 2.16 0.05 1.23

in SC 44.24 120.00 4.50 0.37 0.18 1.52 1.52 0.86 0.86

U V I Ca Cb a b eoua eovb D/xstg-drt.

(m) (m) (m4) (m) (m) (m) (m) (m) (m)

1.03 1.03 1.12 0.18 0.18 1.03 1.03 0.84 0.84 8.08

1.01 1.01 1.03 0.20 0.20 1.01 1.01 0.80 0.80 7.35

2.01 3.25 20.40 1.31 0.06 2.18 3.08 0.87 3.01 3.18

3.49 1.83 20.19 0.04 1.57 3.28 2.04 3.24 0.47 14.10

1.92 3.31 17.62 1.43 0.06 2.16 3.07 0.73 3.01 2.84

3.29 2.56 29.04 0.12 0.92 3.17 2.68 3.05 1.76 10.12

3.42 4.45 117.16 1.19 0.12 3.57 4.30 2.37 4.18 3.01

2.55 2.55 27.62 0.61 0.61 2.55 2.55 1.94 1.94 4.55

1.27 1.27 1.81 0.27 0.27 1.27 1.27 1.00 1.00 10.38

1.33 0.99 0.77 0.08 0.28 1.27 1.05 1.18 0.77 17.79

0.58 0.86 0.14 0.14 0.03 0.58 0.86 0.45 0.83 10.80

0.86 0.58 0.36 0.03 0.14 0.86 0.58 0.84 0.43 24.55

0.38 0.38 0.06 0.08 0.08 0.38 0.38 0.30 0.30 17.82

0.38 0.38 0.06 0.08 0.08 0.38 0.38 0.30 0.30 18.51

0.38 0.38 0.06 0.09 0.09 0.38 0.38 0.29 0.29 17.20

0.38 0.38 0.06 0.09 0.09 0.38 0.38 0.29 0.29 16.98

2.28 2.28 8.65 0.53 0.53 2.28 2.28 1.75 1.75 5.26

1.03 1.03 0.35 0.17 0.17 1.03 1.03 0.86 0.86 8.82

4.22 2.08 15.99 0.00 1.20 4.14 2.16 4.14 0.96 59.69

2.06 2.06 2.85 0.76 0.76 2.06 2.06 1.30 1.30 3.65

D/xdrt-stgElement

indicator indicator indicator indicator Masoc,stg-drt Masoc,drt-stg Qasoc,stg-drt

stg-drt stg-drt drt-stg drt-stg (tfm) (tfm) (tf)

8.08 S12 1.45cu rupere

inclinata1.45

cu rupere

inclinata28.05 28.05 9.51


inclinata1.38

cu rupere

inclinata29.43 29.43 9.98


inclinata3.82

cu rupere

inclinata85.54 295.16 15.47


inclinata0.68

fara rupere

inclinata343.13 49.94 62.05


inclinata4.00

cu rupere

inclinata69.78 288.46 12.62


inclinata1.88

cu rupere

inclinata219.95 126.62 39.77


inclinata4.49

cu rupere

inclinata261.14 460.86 47.22


inclinata1.78

cu rupere

inclinata138.71 138.71 25.08

10.38 S20 0.92cu rupere

inclinata0.92

cu rupere

inclinata33.85 33.85 6.12


inclinata0.89

cu rupere

inclinata42.87 27.70 7.75


inclinata2.36

cu rupere

inclinata11.16 20.62 3.78

10.25 S14 2.50cu rupere

inclinata1.29

cu rupere

inclinata22.02 11.33 7.46

17.82 S2 0.51fara rupere

inclinata0.51

fara rupere

inclinata12.28 12.28 4.16


inclinata0.52

fara rupere

inclinata12.18 12.18 4.13


inclinata0.51

fara rupere

inclinata12.78 12.78 4.33


inclinata0.50

fara rupere

inclinata12.95 12.95 4.39

5.26 SB1 1.61cu rupere

inclinata1.61

cu rupere

inclinata53.08 53.08 9.60


inclinata1.47

cu rupere

inclinata8.26 8.26 2.80


inclinata1.35

cu rupere

inclinata128.85 29.94 23.30


inclinata1.19

cu rupere

inclinata28.31 28.31 5.12

Qasoc,drt-stg Qcap,u Qcap,u indicator indicator to,asoc,stg-drt to,asoc,drt-stg to,cap tocentrucap

(tf) stg-drt drt-stg stg-drt drt-stg (tf/m2) (tf/m

2) (tf/m

2) (tf/m2)

9.51 0.66 0.66 0 0 6.10 6.10 4.22 3.83

9.98 0.81 0.81 0 0 6.53 6.53 4.72 4.20

53.37 4.20 1.15 0 0 6.26 21.59 5.65 4.88

9.03 0.93 4.66 0 0 25.92 3.77 5.55 4.81

52.16 5.06 1.23 0 0 5.88 24.33 6.08 5.19

22.90 1.01 2.32 0 0 14.16 8.15 4.34 3.92

83.34 3.70 1.34 0 0 12.00 21.18 4.72 4.20

25.08 2.93 2.93 0 0 10.04 10.04 5.64 4.87

6.12 1.14 1.14 0 0 4.56 4.56 4.99 4.39

5.01 0.61 1.11 0 0 6.30 4.07 4.56 4.08

6.99 0.32 0.14 0 0 3.46 6.39 2.70 2.73

3.84 0.14 0.34 0 0 6.82 3.51 2.72 2.74

4.16 0.37 0.37 0 0 2.63 2.63 5.16 4.52

4.13 0.34 0.34 0 0 2.56 2.56 4.96 4.38

4.33 0.39 0.39 0 0 2.70 2.70 5.34 4.65

4.39 0.40 0.40 0 0 2.73 2.73 5.41 4.70

9.60 2.45 2.45 0 0 8.77 8.77 5.45 4.73

2.80 0.55 0.55 0 0 5.69 5.69 3.86 3.57

5.41 0.21 4.90 0 0 30.82 7.16 5.30 4.62

5.12 5.65 5.65 1 1 10.38 10.38 8.73 7.12

1= Qcap,u>Qasoc,u

0= Qcap,u<Qasoc,u

t,maxElement

y y

(tf/m2) stg-drt drt-stg

6.32 1.74 1.74 3.63 3.63 0.48 0.48 S12 0.56 0.56

7.09 -0.74 -0.74 1.06 1.06 -0.70 -0.70 S13 0.80 0.80

8.47 -8.76 -14.39 -8.15 1.55 1.07 -9.25 S5 0.30 0.80

8.33 -16.21 -8.43 4.15 -10.21 -3.91 0.83 S17 0.80 0.39

9.12 -9.70 -15.81 -9.89 2.44 0.98 -6.48 S6 0.31 0.80

6.51 -11.17 -8.72 -1.34 -4.90 8.34 1.78 S19 0.30 0.30

7.08 -24.96 -32.22 -17.68 -15.76 1.41 2.04 S9 0.30 0.30

8.45 -16.76 -16.76 -12.36 -12.36 1.36 1.36 S22 0.30 0.30

7.48 0.11 0.11 -0.31 -0.31 -0.35 -0.35 S20 0.80 0.80

6.84 2.22 2.28 3.96 1.79 0.56 1.27 S21 0.52 0.30

4.06 2.01 1.69 2.76 5.37 0.73 0.31 S1 0.44 0.64

4.09 0.04 0.93 4.13 1.72 0.01 0.54 S14 0.80 0.53

7.73 4.30 4.30 1.78 1.78 2.42 2.42 S2 0.30 0.30

7.45 4.14 4.14 1.74 1.74 2.38 2.38 S3 0.30 0.30

8.01 4.46 4.46 1.82 1.82 2.45 2.45 S15 0.30 0.30

8.12 4.52 4.52 1.83 1.83 2.47 2.47 S16 0.30 0.30

8.18 -11.87 -11.87 -8.55 -8.55 1.39 1.39 SB1 0.30 0.30

5.79 -0.79 -0.79 1.04 1.04 -0.75 -0.75 SB2 0.80 0.80

7.95 -43.50 -19.64 -17.98 -17.79 2.42 1.10 SB3 0.30 0.30

13.09 -13.80 -13.80 -12.14 -12.14 1.14 1.14 SB4 0.30 0.30

Obiectiv:

Adresa:

DIRECTIE DE CALCUL long

Seism Drt-Stg

Nivel Element H D z bt1 t1(m) (m) (m) (m) (m)

1 S12 2.95 2.05 2.95 0.00 0.00

1 S13 2.95 2.01 2.95 0.00 0.00

1 S5 5.53 5.26 5.53 1.72 0.76

1 S17 5.53 5.32 5.53 0.00 0.00

1 S6 5.53 5.23 5.53 1.68 0.76

1 S19 5.53 5.85 5.53 0.00 0.00

1 S9 5.53 7.87 5.53 1.38 0.76

1 S22 5.53 5.10 5.53 0.00 0.00

1 S20 5.53 2.53 5.53 0.00 0.00

1 S21 5.53 2.32 5.53 0.00 0.00

1 S1 2.95 1.44 2.95 1.71 0.76

1 S14 2.95 1.44 2.95 0.00 0.00

1 S2 2.95 0.76 2.95 0.00 0.00

1 S3 2.95 0.76 2.95 0.00 0.00

1 S15 2.95 0.76 2.95 0.00 0.00

1 S16 2.95 0.76 2.95 0.00 0.00

1 SB1 5.53 4.56 5.53 0.00 0.00

1 SB2 2.95 2.05 2.95 0.00 0.00

1 SB3 5.53 6.30 5.53 0.00 0.00

1 SB4 5.53 4.11 5.53 0.00 0.00

a b ks y e n

1.2 2.5 0.2 0.66 1 1

Qnecesar= 687.949 tf

Qcap,F= 404.237 tf S= 687.95 tf

R= 0.588

Rc*= 120.00 tf/m

2R2= 4.50 tf/m

2Rt=

Seism Drt-Stg Seism Stg-Drt Inima FISURARE

At1,comprim bt2 t2 At2,comprim b li Ainima Atotala

(m2) (m) (m) (m2) (m) (m) (m2) (m2)

0.00 0.00 0.00 0.00 0.76 2.05 1.56 1.56

0.00 0.00 0.00 0.00 0.76 2.01 1.53 1.53

1.31 0.00 0.00 0.00 0.47 4.50 2.12 3.42

0.00 2.25 0.76 1.71 0.45 4.56 2.05 3.76

1.28 0.00 0.00 0.00 0.41 4.47 1.83 3.11

0.00 1.10 0.76 0.84 0.48 5.09 2.44 3.28

1.05 0.00 0.00 0.00 0.50 7.11 3.56 4.60

0.00 0.00 0.00 0.00 0.49 5.10 2.50 2.50

0.00 0.00 0.00 0.00 0.53 2.53 1.34 1.34

0.00 0.97 0.76 0.74 0.53 1.56 0.83 1.56

1.30 0.00 0.00 0.00 0.76 0.68 0.52 1.82

0.00 1.82 0.76 1.38 0.76 0.68 0.52 1.90

0.00 0.00 0.00 0.00 2.08 0.76 1.58 1.58

0.00 0.00 0.00 0.00 2.12 0.76 1.61 1.61

0.00 0.00 0.00 0.00 2.11 0.76 1.60 1.60

0.00 0.00 0.00 0.00 2.12 0.76 1.61 1.61

0.00 0.00 0.00 0.00 0.24 4.56 1.09 1.09

0.00 0.00 0.00 0.00 0.24 2.05 0.49 0.49

0.00 2.80 0.15 0.42 0.12 6.15 0.74 1.16

0.00 0.00 0.00 0.00 0.12 4.11 0.49 0.49

G

1749.00

4.50 tf/m2

FISURARE

NB dist ei observatie so Rc* R2 Rt

(tf) (m) (m) (tf/m2) (tf/m

2) (tf/m2) (tf/m2)

33.30 1.03 0.00 in SC 21.38 120.00 4.50 4.50

36.59 1.01 0.00 in SC 23.95 120.00 4.50 4.50

98.01 2.18 0.18 in SC 28.64 120.00 4.50 4.50

105.92 3.28 -0.21 in SC 28.15 120.00 4.50 4.50

95.81 2.16 0.24 in SC 30.81 120.00 4.50 4.50

72.10 3.17 -0.12 in SC 21.99 120.00 4.50 4.50

110.15 3.57 0.15 in SC 23.93 120.00 4.50 4.50

71.40 2.55 0.00 in SC 28.57 120.00 4.50 4.50

33.90 1.27 0.00 in SC 25.28 120.00 4.50 4.50

36.18 1.27 -0.06 in SC 23.13 120.00 4.50 4.50

24.90 0.58 0.00 in SC 13.71 120.00 4.50 4.50

26.24 0.86 0.00 in SC 13.81 120.00 4.50 4.50

41.33 0.38 0.00 in SC 26.14 120.00 4.50 4.50

40.54 0.38 0.00 in SC 25.16 120.00 4.50 4.50

43.42 0.38 0.00 in SC 27.08 120.00 4.50 4.50

44.19 0.38 0.00 in SC 27.43 120.00 4.50 4.50

30.25 2.28 0.00 in SC 27.64 1500.00 90.00 4.50

9.63 1.03 0.00 in SC 19.57 1500.00 90.00 4.50

31.13 4.14 -0.08 in SC 26.88 1500.00 90.00 4.50

21.82 2.06 0.00 in SC 44.24 1500.00 90.00 4.50

FISURARE ULTIM

so/Rc Ac xstg-drt xdrt-stg I eou eov eouu(m

2) (m) (m) (m

4) (m) (m) (m)

0.18 0.28 0.37 0.37 0.55 0.34 0.34 0.34

0.20 0.30 0.40 0.40 1.03 0.67 0.67 0.67

0.24 0.82 1.74 0.47 20.40 2.97 1.83 2.01

0.23 0.88 0.39 1.96 20.19 1.54 2.93 2.72

0.26 0.80 1.95 0.48 17.62 2.95 1.71 1.95

0.18 0.60 0.55 1.25 29.04 2.69 3.46 3.34

0.20 0.92 1.84 0.67 117.16 7.44 5.72 5.86

0.24 0.59 1.21 1.21 27.62 4.34 4.34 4.34

0.21 0.28 0.53 0.53 1.81 1.07 1.07 1.07

0.19 0.30 0.31 0.57 0.77 0.37 0.50 0.44

0.11 0.21 0.27 0.12 0.14 0.13 0.09 0.09

0.12 0.22 0.12 0.29 0.36 0.22 0.33 0.33

0.22 0.34 0.17 0.17 0.06 0.10 0.10 0.10

0.21 0.34 0.16 0.16 0.06 0.10 0.10 0.10

0.23 0.36 0.17 0.17 0.06 0.10 0.10 0.10

0.23 0.37 0.17 0.17 0.06 0.10 0.10 0.10

0.02 0.02 0.08 0.08 8.65 3.47 3.47 3.47

0.01 0.01 0.03 0.03 0.35 0.70 0.70 0.70

0.02 0.02 0.01 0.17 15.99 3.27 6.63 6.55

0.03 0.01 0.12 0.12 2.85 2.82 2.82 2.82

FISURARE ULTIM

eouv D/xstg-drt. D/xdrt-stg indicator indicator Qasoc,stg-drt Qasoc,drt-stg Qcap,F(m) stg-drt drt-stg (tf) (tf) (tf)

0.34 8.08 8.08fara rupere

inclinata

fara rupere

inclinata3.86 3.86 11.21

0.67 7.35 7.35fara rupere

inclinata

fara rupere

inclinata8.35 8.35 11.52

2.79 3.18 11.65cu rupere

inclinata

cu rupere

inclinata35.63 49.53 17.22

1.75 14.10 2.82cu rupere

inclinata

cu rupere

inclinata52.11 33.48 16.58

2.71 2.84 11.64cu rupere

inclinata

cu rupere

inclinata33.83 46.93 15.40

2.81 10.12 4.42cu rupere

inclinata

cu rupere

inclinata43.54 36.66 17.78

7.30 3.01 8.31cu rupere

inclinata

cu rupere

inclinata116.80 145.35 26.80

4.34 4.55 4.55cu rupere

inclinata

cu rupere

inclinata55.97 55.97 20.32

1.07 10.38 10.38fara rupere

inclinata

fara rupere

inclinata6.54 6.54 10.35

0.43 17.79 9.72fara rupere

inclinata

fara rupere

inclinata2.88 2.81 6.15

0.13 10.80 24.31fara rupere

inclinata

fara rupere

inclinata0.76 1.11 3.12

0.22 24.55 10.25fara rupere

inclinata

fara rupere

inclinata2.94 1.96 3.13

0.10 17.82 17.82fara rupere

inclinata

fara rupere

inclinata1.35 1.35 12.38

0.10 18.51 18.51fara rupere

inclinata

fara rupere

inclinata1.32 1.32 12.41

0.10 17.20 17.20fara rupere

inclinata

fara rupere

inclinata1.42 1.42 12.74

0.10 16.98 16.98fara rupere

inclinata

fara rupere

inclinata1.44 1.44 12.88

3.47 65.81 65.81fara rupere

inclinata

fara rupere

inclinata18.96 18.96 75.07

0.70 110.30 110.30fara rupere

inclinata

fara rupere

inclinata2.29 2.29 32.57

3.35 746.11 31.98fara rupere

inclinata

fara rupere

inclinata36.90 18.86 50.46

2.82 45.62 45.62fara rupere

inclinata

fara rupere

inclinata11.11 11.11 36.14

404.24

FISURARE ULTIM

indicator indicator Mod de Mod de to,asoc,stg-drt to,asoc,drt-stg to,cap to?cap

stg-drt drt-stg stg-drt drt-stg (tf/m2) (tf/m

2) (tf/m

2) (tf/m2)

1 1 semiductil semiductil 2.48 2.48 2.47 7.19


0 0 fragil fragil 14.41 20.03 3.14 8.14

0 0 fragil fragil 21.77 13.99 3.10 8.08

0 0 fragil fragil 15.78 21.89 3.34 8.40

0 0 fragil fragil 15.50 13.06 2.52 7.28

0 0 fragil fragil 29.68 36.94 2.70 7.54

0 0 fragil fragil 22.40 22.40 3.13 8.13












1 1 ductil ductil 22.52 22.52 4.59 73.28

FISURARE ULTIM

t,max,F ystructamendat

ystructamendat xa xb 2s 2s Ca

(tf/m2) stg-drt drt-stg (m) (m) stg-drt drt-stg (m)

3.70 0.58 0.66 0.37 0.37 0.21 0.21 0.18

4.06 0.58 0.66 0.40 0.40 0.23 0.23 0.20

4.71 0.58 0.66 1.74 0.47 0.99 0.27 1.31

4.64 0.58 0.66 0.39 1.96 0.22 1.12 0.04

5.01 0.58 0.66 1.95 0.48 1.11 0.27 1.43

3.78 0.58 0.66 0.55 1.25 0.31 0.71 0.12

4.05 0.58 0.66 1.84 0.67 1.05 0.38 1.19

4.70 0.58 0.66 1.21 1.21 0.69 0.69 0.61

4.24 0.58 0.66 0.53 0.53 0.30 0.30 0.27

3.94 0.58 0.66 0.31 0.57 0.18 0.32 0.08

2.63 0.58 0.66 0.27 0.12 0.16 0.07 0.14

2.64 0.58 0.66 0.12 0.29 0.07 0.16 0.03

4.36 0.58 0.66 0.17 0.17 0.09 0.09 0.08

4.23 0.58 0.66 0.16 0.16 0.09 0.09 0.08

4.49 0.58 0.66 0.17 0.17 0.10 0.10 0.09

4.54 0.58 0.66 0.17 0.17 0.10 0.10 0.09

4.57 0.58 0.66 1.05 1.05 0.60 0.60 0.53

3.45 0.58 0.66 0.33 0.33 0.19 0.19 0.17

4.47 0.58 0.66 0.09 2.16 0.05 1.23 0.00

6.89 0.58 0.66 1.52 1.52 0.86 0.86 0.76

ULTIMCb a b eoua eovb D/xstg-drt. D/xdrt-stg indicator

(m) (m) (m) (m) (m) stg-drt

0.18 1.03 1.03 0.84 0.84 8.08 8.08cu rupere

inclinata

0.20 1.01 1.01 0.80 0.80 7.35 7.35cu rupere

inclinata

0.06 2.18 3.08 0.87 3.01 3.18 11.65cu rupere

inclinata

1.57 3.28 2.04 3.24 0.47 14.10 2.82cu rupere

inclinata

0.06 2.16 3.07 0.73 3.01 2.84 11.64cu rupere

inclinata

0.92 3.17 2.68 3.05 1.76 10.12 4.42cu rupere

inclinata

0.12 3.57 4.30 2.37 4.18 3.01 8.31cu rupere

inclinata

0.61 2.55 2.55 1.94 1.94 4.55 4.55cu rupere

inclinata

0.27 1.27 1.27 1.00 1.00 10.38 10.38cu rupere

inclinata

0.28 1.27 1.05 1.18 0.77 17.79 9.72cu rupere

inclinata

0.03 0.58 0.86 0.45 0.83 10.80 24.31cu rupere

inclinata

0.14 0.86 0.58 0.84 0.43 24.55 10.25cu rupere

inclinata

0.08 0.38 0.38 0.30 0.30 17.82 17.82fara rupere

inclinata

0.08 0.38 0.38 0.30 0.30 18.51 18.51fara rupere

inclinata

0.09 0.38 0.38 0.29 0.29 17.20 17.20fara rupere

inclinata

0.09 0.38 0.38 0.29 0.29 16.98 16.98fara rupere

inclinata

0.53 2.28 2.28 1.75 1.75 5.26 5.26cu rupere

inclinata

0.17 1.03 1.03 0.86 0.86 8.82 8.82cu rupere

inclinata

1.20 4.14 2.16 4.14 0.96 59.69 2.56cu rupere

inclinata

0.76 2.06 2.06 1.30 1.30 3.65 3.65cu rupere

inclinata

ULTIM

indicator Qasoc,stg-drt Qasoc,drt-stg Qcap,u Qcap,u indicator indicator to,asoc,stg-drt

drt-stg (tf) (tf) stg-drt drt-stg stg-drt drt-stg (tf/m2)

cu rupere

inclinata9.51 9.51 0.66 0.66 0 0 6.10

cu rupere

inclinata9.98 9.98 0.81 0.81 0 0 6.53

cu rupere

inclinata15.47 53.37 4.20 1.15 0 0 6.26

fara rupere

inclinata62.05 9.03 0.93 4.66 0 0 25.92

cu rupere

inclinata12.62 52.16 5.06 1.23 0 0 5.88

cu rupere

inclinata39.77 22.90 1.01 2.32 0 0 14.16

cu rupere

inclinata47.22 83.34 3.70 1.34 0 0 12.00

cu rupere

inclinata25.08 25.08 2.93 2.93 0 0 10.04

cu rupere

inclinata6.12 6.12 1.14 1.14 0 0 4.56

cu rupere

inclinata7.75 5.01 0.61 1.11 0 0 6.30

cu rupere

inclinata3.78 6.99 0.32 0.14 0 0 3.46

cu rupere

inclinata7.46 3.84 0.14 0.34 0 0 6.82

fara rupere

inclinata4.16 4.16 0.37 0.37 0 0 2.63

fara rupere

inclinata4.13 4.13 0.34 0.34 0 0 2.56

fara rupere

inclinata4.33 4.33 0.39 0.39 0 0 2.70

fara rupere

inclinata4.39 4.39 0.40 0.40 0 0 2.73

cu rupere

inclinata9.60 9.60 2.45 2.45 0 0 8.77

cu rupere

inclinata2.80 2.80 0.55 0.55 0 0 5.69

cu rupere

inclinata23.30 5.41 0.21 4.90 0 0 30.82

cu rupere

inclinata5.12 5.12 5.65 5.65 1 1 10.38

ULTIM

to,asoc,drt-stg to,cap tocentrucap

t,max y y Element(tf/m

2) (tf/m

2) (tf/m2) (tf/m

2) stg-drt drt-stg

6.10 4.22 3.83 6.32 0.56 0.56 S12

6.53 4.72 4.20 7.09 0.80 0.80 S13

21.59 5.65 4.88 8.47 0.30 0.80 S5

3.77 5.55 4.81 8.33 0.80 0.39 S17

24.33 6.08 5.19 9.12 0.31 0.80 S6

8.15 4.34 3.92 6.51 0.30 0.30 S19

21.18 4.72 4.20 7.08 0.30 0.30 S9

10.04 5.64 4.87 8.45 0.30 0.30 S22

4.56 4.99 4.39 7.48 0.80 0.80 S20

4.07 4.56 4.08 6.84 0.52 0.30 S21

6.39 2.70 2.73 4.06 0.44 0.64 S1

3.51 2.72 2.74 4.09 0.80 0.53 S14

2.63 5.16 4.52 7.73 0.30 0.30 S2

2.56 4.96 4.38 7.45 0.30 0.30 S3

2.70 5.34 4.65 8.01 0.30 0.30 S15

2.73 5.41 4.70 8.12 0.30 0.30 S16

8.77 5.45 4.73 8.18 0.30 0.30 SB1

5.69 3.86 3.57 5.79 0.80 0.80 SB2

7.16 5.30 4.62 7.95 0.30 0.30 SB3

10.38 8.73 7.12 13.09 0.30 0.30 SB4

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125872019-Zidarie (2)