4
1 n 2 Q2L 3 Q2Lpz 4 Q2Lpz p = 2.5 kN/m 22.30 18.75 3.82 29.32 5.60 16.91 2.40 1.25 4.26 1.12 0.13 0.14 53.52 23.44 -16.27 -32.93 -0.71 2.45 1.15 0.00 4.26 1.12 0.13 0.14 25.64 0.00 -16.27 -32.93 -0.71 2.45 __________________________ k = M M = 79.41 49.92 = k = 1.5 _______________________ k = V tg + c b H = = 41.05 0.344 + 18 2.50 21.82 = k = 1.5 _________________________ M = 21.83 kNm , N = 41.05 kN e = M N = 53.2 cm b /6 = 41.7 cm b' = 3 (0.5 b - e) = 215.5 cm = 2 N b' A = kN/m 22.30 2.91 3.82 25.49 28.42 0.00 3.93 3.96 0.81 0.85 0.00 -11.43 -15.13 -20.52 -24.16 = 20 kN/m , = 22 ° , c = 0 kPa , = 0 ° , k = 0.45 4.76 = 18.5 kN/m , = 21 ° , c = 13 kPa , = 0 ° , k = 0.47 3.96 = 19.5 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 0.51 0.26 = 20 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 1.97 0.30 0.00 0.30 4.76 20 10 240 20 230 250 T T G G 1.14 8.42 22.64 20.24 22.82 7.28 21.45 18.97 21.55 E E E 50.47 62.26 E Sila Velièina [kN] Krak sile (T ) [m] Moment (T ) [kNm] Krak sile (T ) [m] Moment (T ) [kNm] p s p p.dop k t k.dop s s s s t t max s 2 T G 1.14 8.42 22.29 20.24 19.84 7.28 21.10 18.97 18.57 E E' E E' E' Sila Velièina [kN] Krak sile [m] Moment [kNm] 3 a 3 a 3 a 3 p 1 2 Z T 1 2 3 4 1 1 2 2 3 Z 1 1 2 2 3 3 446 30 G G E E E E KONTROLA NA PREVRTANJE 1.591 KONTROLA NA KLIZANJE 2.710 KONTROLA NAPONA U TLU 15.24 G E E' E E' Z T 1 H 2 H 3 H 4 H Z 1 H 1 H 2 H 2 H (171,79) ZID TIP A - ZID KA ŠIBENIČKOJ ULICI

Aspalathos Calculator - Potporni Zidovi

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Aspalathos Calculator

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Page 1: Aspalathos Calculator - Potporni Zidovi

1 n

2 Q2L

3 Q2Lpz 4 Q2Lpz

p = 2.5 kN/m

22.30

18.75

3.82

29.32

5.60

16.91

2.40

1.25

4.26

1.12

0.13

0.14

53.52

23.44

-16.27

-32.93

-0.71

2.45

1.15

0.00

4.26

1.12

0.13

0.14

25.64

0.00

-16.27

-32.93

-0.71

2.45

__________________________

k = M

M =

79.41

49.92 = k = 1.5

_______________________

k = V tg + c b

H =

= 41.05 0.344 + 18 2.50

21.82 = k = 1.5

_________________________

M = 21.83 kNm , N = 41.05 kN

e = M

N = 53.2 cm b /6 = 41.7 cm

b' = 3 (0.5 b - e) = 215.5 cm

= 2 N

b' A = kN/m

22.30

2.91

3.82

25.49

28.42

0.00

3.93

3.96

0.81

0.85

0.00

-11.43

-15.13

-20.52

-24.16

= 20 kN/m , = 22 ° , c = 0 kPa , = 0 ° , k = 0.45

4.76

= 18.5 kN/m , = 21 ° , c = 13 kPa , = 0 ° , k = 0.47

3.96

= 19.5 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 0.51

0.26

= 20 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 1.97

0.30

2

0.00

0.30

4.76

20

10 24020 230

250

T T

G

G

1.14

8.42

22.6420.2422.82

7.28

21.4518.9721.55

E

E

E 50.47

62.26

E

SilaVelièina

[kN]Krak sile (T )

[m]Moment (T )

[kNm]Krak sile (T )

[m]Moment (T )

[kNm]

ps

pp.dop

kt

k.dop

s s

s

st

t

maxs 2

T

G

1.14

8.42

22.2920.2419.84

7.28

21.1018.9718.57

EE '

EE '

EE '

SilaVelièina

[kN]Krak sile

[m]Moment[kNm]

3a

3a

3a

3p

12

Z

T

1

2

3 4

1 1 2 2

3

Z

11

22

33

44

63

0

G

G

E

E

E

E

KONTROLA NA PREVRTANJE

1.591

KONTROLA NA KLIZANJE

2.710

KONTROLA NAPONA U TLU

15.24

G

E

E'

E

E'

Z

T

1H

2H

3H

4H

Z

1H

1H

2H

2H

(171,79)

ZID TIP A - ZID KA ŠIBENIČKOJ ULICI

Page 2: Aspalathos Calculator - Potporni Zidovi

_________________________

M = 31.95 kNm M = 7.33 kNm

N = 22.3 kN h = 20 cm

M = 1.6 M + 1.8 M + N h/2 = 66.11 kNm

MB-30 f = 20.5 N/mm

MA 500/560 = 500 N/mm

= 10 ‰ = 2.34 ‰ k = 0.190 k = 0.927

m = M

b h f = 0.126

A = M

k h = cm /m

g p

u g p

b2

vi2

a b x z

uu

2b

au

z vi

2

DIMENZIONIRANJE ZIDA (T )

8.92

3

Page 3: Aspalathos Calculator - Potporni Zidovi

12

3 4

p = 20 kN/m

22.30

31.00

3.02

45.35

8.93

23.18

3.00

1.55

4.20

1.39

0.18

0.19

66.90

48.05

-12.69

-63.16

-1.57

4.44

1.45

0.00

4.20

1.39

0.18

0.19

32.34

0.00

-12.69

-63.16

-1.57

4.44

__________________________

k = M

M =

119.39

77.42 = k = 1.5

_______________________

k = V tg + c b

H =

= 53.30 0.344 + 18 3.10

34.13 = k = 1.5

_________________________

M = 40.65 kNm , N = 53.3 kN

e = M

N = 76.3 cm b /6 = 51.7 cm

b' = 3 (0.5 b - e) = 236.2 cm

= 2 N

b' A = kN/m

22.30

0.38

3.02

20.02

44.19

0.00

3.76

3.80

0.69

1.02

0.00

-1.44

-11.48

-13.73

-45.05

= 20 kN/m , = 22 ° , c = 0 kPa , = 0 ° , k = 0.45

4.35

= 20 kN/m , = 21 ° , c = 13 kPa , = 0 ° , k = 0.47

4.06

= 19 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 0.51

0.36

= 19 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 1.97

0.40

2

0.00

0.40

4.86

20

10 30020 290

310

T T

G

G

9.1011.74

29.2723.0726.55

2.64

19.8212.8916.37

E

E

E 50.47

65.41

E

SilaVelièina

[kN]Krak sile (T )

[m]Moment (T )

[kNm]Krak sile (T )

[m]Moment (T )

[kNm]

ps

pp.dop

kt

k.dop

s s

s

st

t

maxs 2

T

G

9.1011.74

28.8923.0722.68

2.64

19.4512.8912.51

EE '

E

E '

EE '

SilaVelièina

[kN]Krak sile

[m]Moment[kNm]

3a

3a

3a

3p

12

Z

T

1

2

3 4

1 1 2 2

3

Z

11

2

2

33

44

64

0G

G

E

E

E

E

KONTROLA NA PREVRTANJE

1.542

KONTROLA NA KLIZANJE

2.173

KONTROLA NAPONA U TLU

14.56

G

E

E'

E

E'

Z

T

1H

2H

3H

4H

Z

1H

1H

2H

2H

ZID TIP B - ZID KA KOMŠIJI KOD OSE A

(172,32)pp. dubina fundiranja

Page 4: Aspalathos Calculator - Potporni Zidovi

_________________________

M = 15.17 kNm M = 41.35 kNm

N = 22.3 kN h = 20 cm

M = 1.6 M + 1.8 M + N h/2 = 100.5 kNm

MB-30 f = 20.5 N/mm

MA 500/560 = 500 N/mm

= 3.5 ‰ = 2.73 ‰ k = 0.438 k = 0.826

m = M

b h f = 0.191 > m = 0.187

M = m b h f = 98.27 kNm

A = M

k h +

M - M

(h - a) +

N

f = cm /m

A ' = M - M

(h - a) = cm /m

g p

u g p

b2

vi2

a b x z

uu

2b

u

u u2

b

au

z vi

u u

vi

u

yd

2

au u

vi

2

DIMENZIONIRANJE ZIDA (T )

15.32

0.37

3