Tablice za statiku

(1)

Vrsta materijala

Izolacijski materijali

0.12

1.425 PE FOLIJA

0.13 Pokrovni materijali

79

0.79

45

46

47

1.00 zid 25 cm

1.20 zid 30 cm

1.40

1.25 zid 25 cm

1.50 zid 30 cm

1.75

1.50 zid 25 cm

1.80 zid 30 cm

2.10 Računska

zapreminska

težina

[kN/m

3

_]

NOVOTERM, lake izolacijske ploče

- skupina toplotne provodljivosti: 040

-toplotna provodljivost:



= 0.035 W/mK

kN/m

3

BITUMENIZIRANA LJEPENKA, Tim

Tovarna izolacijskega materijala d.d., Laško

kg/m

2

kg/m

2

STIROPOR (ekspandirani polistiren = EPS)

kg/m

2

BRAMAC crijep - biber (2,25 kg x 35 kom/m

2

₎

_kg/m

2

BRAMAC crijep - alpski (4,50 kg x 10 kom/m

2

₎

_kg/m

2

BRAMAC crijep - klasik (4,50 kg x 10 kom/m

2

₎

_kg/m

2

BRAMAC crijep - dunav (4,60 kg x 10 kom/m

2

₎

_kg/m

2

BRAMAC crijep - adria (4,70 kg x 10 kom/m

2

₎

_kg/m

2

Glineni crijep - utoreni - (kg x 16 kom/m

2

₎

_kg/m

2

Glineni crijep - biber - (kg x 16 kom/m

2

₎

_kg/m

2

SIPOREKS od 5,00 kN/m

3

_{zid 20 cm}

_kN/m

2

kN/m

2

kN/m

2

SIPOREKS od 6,00 kN/m

3

_{zid 20 cm}

_kN/m

2

kN/m

2

kN/m

2

SIPOREKS od 7,00 kN/m

3

_{zid 20 cm}

_kN/m

2

kN/m

2

kN/m

2

h = a/

2 * tg 60

o

h = 0.866 a

h 60o 30o a / 2 a / 2 a

(2)

kN/m

2

h = a/

2 * tg 60

o

h = 0.866 a

(3)

Opterećenje

kN/m

2

h = a/

2 * tg 60

o

h = 0.866 a

h 60o 30o a / 2 a / 2 a

(4)

h = a/

2 * tg 60

o

h = 0.866 a

(5)



cement : agregat

MB-10



1 : 10,7

MB-15



1 : 7,75

MB-20



1 : 6,0

MB-25



1 : 4,8

MB-30



1 : 4,0

MB-35



1 : 3,4

MB-40



1 : 2,9

MB-45



1 : 2,5

MB-50



1 : 2,2

MB-55



1 : 1,9

MB-60



1 : 1,7

PRIBLIŽNI OMJERI MIJEŠANJA CEMENTA I

AGREGATA ZA DOBIJANJE ODREĐENE

MARKE BETONA

MB- (N/mm

2

₎

(6)

TABLICA GLATKE ARMATURE G.A. 240/360

TEŽINA PR O M JE R TEŽINA O P S E G PR O M JE R kg/m



kg/m

_

kg/m mm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 kg/m cm mm 0.154 5 0.20 0.39 0.59 0.79 0.98 1.18 1.37 1.57 1.77 1.96 2.16 2.36 2.55 2.75 2.95 0.154 1.57 5 0.222 6 0.28 0.57 0.85 1.13 1.41 1.70 1.98 2.26 2.54 2.83 3.11 3.39 3.68 3.96 4.24 0.222 1.88 6 0.302 7 0.38 0.77 1.15 1.54 1.92 2.31 2.69 3.08 3.46 3.85 4.23 4.62 5.00 5.39 5.77 0.302 2.20 7 0.395 8 0.50 1.01 1.51 2.01 2.51 3.02 3.52 4.02 4.52 5.03 5.53 6.03 6.53 7.04 7.54 0.395 2.51 8 0.499 9 0.64 1.27 1.91 2.54 3.18 3.82 4.45 5.09 5.73 6.36 7.00 7.63 8.27 8.91 9.54 0.499 2.83 9 0.617 10 0.79 1.57 2.36 3.14 3.93 4.71 5.50 6.28 7.07 7.85 8.64 9.42 10.21 11.00 11.78 0.617 3.14 10 0.746 11 0.95 1.90 2.85 3.80 4.75 5.70 6.65 7.60 8.55 9.50 10.45 11.40 12.35 13.30 14.25 0.746 3.46 11 0.888 12 1.13 2.26 3.39 4.52 5.65 6.79 7.92 9.05 10.18 11.31 12.44 13.57 14.70 15.83 16.96 0.888 3.77 12 1.042 13 1.33 2.65 3.98 5.31 6.64 7.96 9.29 10.62 11.95 13.27 14.60 15.93 17.26 18.58 19.91 1.042 4.08 13 1.208 14 1.54 3.08 4.62 6.16 7.70 9.24 10.78 12.32 13.85 15.39 16.93 18.47 20.01 21.55 23.09 1.208 4.40 14 1.387 15 1.77 3.53 5.30 7.07 8.84 10.60 12.37 14.14 15.90 17.67 19.44 21.21 22.97 24.74 26.51 1.387 4.71 15 1.578 16 2.01 4.02 6.03 8.04 10.05 12.06 14.07 16.08 18.10 20.11 22.12 24.13 26.14 28.15 30.16 1.578 5.03 16 1.782 17 2.27 4.54 6.81 9.08 11.35 13.62 15.89 18.16 20.43 22.70 24.97 27.24 29.51 31.78 34.05 1.782 5.34 17 1.998 18 2.54 5.09 7.63 10.18 12.72 15.27 17.81 20.36 22.90 25.45 27.99 30.54 33.08 35.63 38.17 1.998 5.65 18 2.226 19 2.84 5.67 8.51 11.34 14.18 17.01 19.85 22.68 25.52 28.35 31.19 34.02 36.86 39.69 42.53 2.226 5.97 19 2.466 20 3.14 6.28 9.42 12.57 15.71 18.85 21.99 25.13 28.27 31.42 34.56 37.70 40.84 43.98 47.12 2.466 6.28 20 2.984 22 3.80 7.60 11.40 15.21 19.01 22.81 26.61 30.41 34.21 38.01 41.81 45.62 49.42 53.22 57.02 2.984 6.91 22 3.551 24 4.52 9.05 13.57 18.10 22.62 27.14 31.67 36.19 40.72 45.24 49.76 54.29 58.81 63.33 67.86 3.551 7.54 24 3.853 25 4.91 9.82 14.73 19.63 24.54 29.45 34.36 39.27 44.18 49.09 54.00 58.90 63.81 68.72 73.63 3.853 7.85 25 4.168 26 5.31 10.62 15.93 21.24 26.55 31.86 37.17 42.47 47.78 53.09 58.40 63.71 69.02 74.33 79.64 4.168 8.17 26 4.834 28 6.16 12.32 18.47 24.63 30.79 36.95 43.10 49.26 55.42 61.58 67.73 73.89 80.05 86.21 92.36 4.834 8.80 28 5.549 30 7.07 14.14 21.21 28.27 35.34 42.41 49.48 56.55 63.62 70.69 77.75 84.82 91.89 98.96 106.03 5.549 9.42 30 6.313 32 8.04 16.08 24.13 32.17 40.21 48.25 56.30 64.34 72.38 80.42 88.47 96.51 104.55 112.59 120.64 6.313 10.05 32 7.127 34 9.08 18.16 27.24 36.32 45.40 54.48 63.55 72.63 81.71 90.79 99.87 108.95 118.03 127.11 136.19 7.127 10.68 34 7.553 35 9.62 19.24 28.86 38.48 48.11 57.73 67.35 76.97 86.59 96.21 105.83 115.45 125.07 134.70 144.32 7.553 11.00 35 7.990 36 10.18 20.36 30.54 40.72 50.89 61.07 71.25 81.43 91.61 101.79 111.97 122.15 132.32 142.50 152.68 7.990 11.31 36 8.903 38 11.34 22.68 34.02 45.36 56.71 68.05 79.39 90.73 102.07 113.41 124.75 136.09 147.43 158.78 170.12 8.903 11.94 38 9.865 40 12.57 25.13 37.70 50.27 62.83 75.40 87.96 100.53 113.10 125.66 138.23 150.80 163.36 175.93 188.50 9.865 12.57 40 10.876 42 13.85 27.71 41.56 55.42 69.27 83.13 96.98 110.84 124.69 138.54 152.40 166.25 180.11 193.96 207.82 10.876 13.19 42 11.936 44 15.21 30.41 45.62 60.82 76.03 91.23 106.44 121.64 136.85 152.05 167.26 182.46 197.67 212.87 228.08 11.936 13.82 44 12.485 45 15.90 31.81 47.71 63.62 79.52 95.43 111.33 127.23 143.14 159.04 174.95 190.85 206.76 222.66 238.56 12.485 14.14 45 13.046 46 16.62 33.24 49.86 66.48 83.10 99.71 116.33 132.95 149.57 166.19 182.81 199.43 216.05 232.67 249.29 13.046 14.45 46 14.205 48 18.10 36.19 54.29 72.38 90.48 108.57 126.67 144.76 162.86 180.96 199.05 217.15 235.24 253.34 271.43 14.205 15.08 48 15.413 50 19.63 39.27 58.90 78.54 98.17 117.81 137.44 157.08 176.71 196.35 215.98 235.62 255.25 274.89 294.52 15.413 15.71 50 - težina za 1m3_{je 7.850 kg}

POVRŠINA PRESJEKA U cm

2

_{ZA KOMADA}

(7)

MAX. BROJ ŠIPKI KOJE MOGU STATI U GREDU

ŠIRINA GREDE

10

12

14

16

18

19

20

22

25

28

20

5 5 4 4 11.8 4 3 3 3

25

8 8 7 7 3.8 6 5 5 4

30

8 8 7 7 6 5 5 4

40

12 11 10 10 9 8 7 6

20

9.43 8.17 7.00 6.16 5.55 5.68 5.40 4.91 4.32 3.86

25

N E D O V R Š E N O !

30

40 

mm

(8)

tip 400-1

tip 400-2

TABLICA REBRASTE ARMATURE R.A. 400/500

PR O M JE R TEŽINA O P S E G PR O M JE R



kg/m

_

mm

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15 400-1 400-2

cm

mm

6

0.28 0.57 0.85 1.13 1.41 1.70 1.98 2.26 2.54 2.83 3.11 3.39 3.68 3.96 4.24 0.230 0.228 1.88 6

8

0.50 1.01 1.51 2.01 2.51 3.02 3.52 4.02 4.52 5.03 5.53 6.03 6.53 7.04 7.54 0.409 0.405 2.51 8

10

0.79 1.57 2.36 3.14 3.93 4.71 5.50 6.28 7.07 7.85 8.64 9.42 10.21 11.00 11.78 0.639 0.632 3.14 10

12

1.13 2.26 3.39 4.52 5.65 6.79 7.92 9.05 10.18 11.31 12.44 13.57 14.70 15.83 16.96 0.919 0.910 3.77 12

14

1.54 3.08 4.62 6.16 7.70 9.24 10.78 12.32 13.85 15.39 16.93 18.47 20.01 21.55 23.09 1.252 1.239 4.40 14

16

2.01 4.02 6.03 8.04 10.05 12.06 14.07 16.08 18.10 20.11 22.12 24.13 26.14 28.15 30.16 1.635 1.619 5.03 16

19

2.84 5.67 8.51 11.34 14.18 17.01 19.85 22.68 25.52 28.35 31.19 34.02 36.86 39.69 42.53 2.305 2.282 5.97 19

22

3.80 7.60 11.40 15.21 19.01 22.81 26.61 30.41 34.21 38.01 41.81 45.62 49.42 53.22 57.02 3.090 3.060 6.91 22

25

4.91 9.82 14.73 19.63 24.54 29.45 34.36 39.27 44.18 49.09 54.00 58.90 63.81 68.72 73.63 3.952 7.85 25

28

6.16 12.32 18.47 24.63 30.79 36.95 43.10 49.26 55.42 61.58 67.73 73.89 80.05 86.21 92.36 4.957 8.80 28

32

8.04 16.08 24.13 32.17 40.21 48.25 56.30 64.34 72.38 80.42 88.47 96.51 104.55 112.59 120.64 6.474 10.05 32

36

10.18 20.36 30.54 40.72 50.89 61.07 71.25 81.43 91.61 101.79 111.97 122.15 132.32 142.50 152.68 8.194 11.31 36

40

12.57 25.13 37.70 50.27 62.83 75.40 87.96 100.53 113.10 125.66 138.23 150.80 163.36 175.93 188.50 10.116 12.57 40 100.00 50.00 33.33 25.00 20.00 16.67 14.29 12.50 11.11 10.00 9.09 8.33 7.69 7.14 6.67

- težina za 1m

3

_{je 8.130 kg}

- težina za 1m

3

_{je 8.050 kg}

POVRŠINA PRESJEKA U cm

2

_{ZA KOMADA}

RAZMAK ŠIPKI U cm ZA 1.0 m ŠIRINE

(9)

MAX. BROJ ŠIPKI KOJE MOGU STATI U GREDU

10

12

14

16

18

19

20

22

25

28

20

5

4

3

25

8

7

6

5

4

30

8

7

6

5

4

40

12

11

10

9

8

7

6 ŠIRINA

GREDE



mm

(10)

TABLICE MREŽASTE ARMATURE M.A. 500/560

UZDUŽNO NOSIVE MREŽE ( R-MREŽE )

OBOSTRANO NOSIVE MREŽE ( Q-MREŽE )

OZNAKA PROMJER RAZMAK POVRŠINA PRES- DULJINA MASA MASA OZNAKA PROMJER RAZMAK POVRŠINA PRES- DULJINA

MREŽE ŽICA ŽICA JEKA ŽICA MREŽE (toleran- MREŽE ŽICA ŽICA JEKA ŽICA MREŽE

mm mm cm2/m cija 1%) mm mm cm2/m

uzdužne poprečne uzdužno poprečno uzdužnih poprečnih mm kg/m2 kg/kom. uzdužne poprečne uzdužno poprečno uzdužnih poprečnih mm

D d a t D d a t R-131 5.0 4.0 150 250 1.31 0.50 5000 1.52 16.34 Q-131 5.0 5.0 150 150 1.31 1.31 5100 R-139 4.2 4.2 100 250 1.39 0.55 5000 1.53 16.83 Q-188 6.0 6.0 150 150 1.88 1.88 5100 R-166 4.6 4.2 100 250 1.66 0.55 5000 1.74 19.14 Q-221 6.5 6.5 150 150 2.21 2.21 5100 R-196 5.0 4.2 100 250 1.96 0.55 5000 1.98 21.89 Q-257 7.0 7.0 150 150 2.57 2.57 5100 R-221 6.5 4.6 150 250 2.21 0.66 6000 2.27 30.57 Q-283 6.0 6.0 100 100 2.83 2.83 5100 R-238 5.5 4.2 100 250 2.38 0.55 6000 2.31 30.61 Q-335 8.0 8.0 150 150 3.35 3.35 5100 R-283 6.0 4.2 100 250 2.83 0.55 6000 2.66 35.23 Q-503 8.0 8.0 100 100 5.03 5.03 5100 R-335 8.0 5.0 150 250 3.35 0.78 6000 3.41 43.99 Q-785 10.0 10.0 100 100 7.85 7.85 5100 R-378 8.5 5.0 150 250 3.78 0.78 6000 3.77 48.63 Q-1130 12.0 12.0 100 100 11.30 11.30 5100 R-385 7.0 5.0 100 250 3.85 0.78 6000 3.64 48.30 R-424 9.0 6.0 150 250 4.24 1.13 6000 4.22 57.02 R-503 8.0 6.0 100 250 5.03 1.13 6000 4.84 64.21 R-524 10.0 6.0 150 250 5.24 1.13 6000 5.24 67.60 R-636 9.0 6.0 100 250 6.36 1.13 6000 5.88 78.07 R-785 10.0 6.0 100 250 7.85 1.13 6000 7.06 93.78 R-1130 12.0 8.0 100 250 11.30 2.01 6000 10.46 138.98

MREŽE ZA ZIDOVE ( Rx-MREŽE )

OZNAKA PROMJER RAZMAK POVRŠINA PRES- DULJINA

MREŽE ŽICA ŽICA JEKA ŽICA MREŽE

ŠIRINA SVIH MREŽA JE 2150 mm.

mm mm cm2/m

uzdužne poprečne uzdužno poprečno uzdužnih poprečnih mm

D d a t

Rx-283 6.0 4.2 100 250 2.83 0.55 3400

(11)

MASA MASA (toleran-cija 1%) kg/m2 kg/kom. 2.12 23.25 3.05 33.44 3.60 39.47 4.16 45.61 4.44 49.68 5.44 59.65 7.90 88.49 12.34 138.18 17.76 198.95 MASA MASA (toleran-cija 1%) kg/m2 kg/kom. 2.66 19.34 3.25 24.02

(12)

NA ŠIRINI POJASA PLOČE 100 cm

RAZMAK

PROMJER ŠIPKE U mm

t

₆

₈

₁₀

₁₂

₁₄

₁₆

₁₈

₁₉

₂₀

₂₂

₂₅

₂₈

₃₂

7.0

4.04 7.18 11.22 16.16 21.99 28.72 36.35 40.50 44.88 54.30 70.12 87.96 114.89

7.5

3.77 6.70 10.47 15.08 20.53 26.81 33.93 37.80 41.89 50.68 65.45 82.10 107.23

8.0

3.53 6.28 9.82 14.14 19.24 25.13 31.81 35.44 39.27 47.52 61.36 76.97 100.53

8.5

3.33 5.91 9.24 13.31 18.11 23.65 29.94 33.36 36.96 44.72 57.75 72.44 94.62

9.0

3.14 5.59 8.73 12.57 17.10 22.34 28.27 31.50 34.91 42.24 54.54 68.42 89.36

9.5

2.98 5.29 8.27 11.90 16.20 21.16 26.79 29.85 33.07 40.01 51.67 64.82 84.66

10.0

2.83 5.03 7.85 11.31 15.39 20.11 25.45 28.35 31.42 38.01 49.09 61.58 80.42

10.5

2.69 4.79 7.48 10.77 14.66 19.15 24.24 27.00 29.92 36.20 46.75 58.64 76.60

11.0

2.57 4.57 7.14 10.28 13.99 18.28 23.13 25.78 28.56 34.56 44.62 55.98 73.11

11.5

2.46 4.37 6.83 9.83 13.39 17.48 22.13 24.65 27.32 33.06 42.68 53.54 69.93

12.0

2.36 4.19 6.54 9.42 12.83 16.76 21.21 23.63 26.18 31.68 40.91 51.31 67.02

12.5

2.26 4.02 6.28 9.05 12.32 16.08 20.36 22.68 25.13 30.41 39.27 49.26 64.34

13.0

2.17 3.87 6.04 8.70 11.84 15.47 19.57 21.81 24.17 29.24 37.76 47.37 61.87

13.5

2.09 3.72 5.82 8.38 11.40 14.89 18.85 21.00 23.27 28.16 36.36 45.61 59.57

14.0

2.02 3.59 5.61 8.08 11.00 14.36 18.18 20.25 22.44 27.15 35.06 43.98 57.45

14.5

1.95 3.47 5.42 7.80 10.62 13.87 17.55 19.55 21.67 26.22 33.85 42.47 55.47

15.0

1.88 3.35 5.24 7.54 10.26 13.40 16.96 18.90 20.94 25.34 32.72 41.05 53.62

15.5

1.82 3.24 5.07 7.30 9.93 12.97 16.42 18.29 20.27 24.52 31.67 39.73 51.89

16.0

1.77 3.14 4.91 7.07 9.62 12.57 15.90 17.72 19.63 23.76 30.68 38.48 50.27

16.5

1.71 3.05 4.76 6.85 9.33 12.19 15.42 17.18 19.04 23.04 29.75 37.32 48.74

17.0

1.66 2.96 4.62 6.65 9.06 11.83 14.97 16.68 18.48 22.36 28.87 36.22 47.31

17.5

1.62 2.87 4.49 6.46 8.80 11.49 14.54 16.20 17.95 21.72 28.05 35.19 45.96

18.0

1.57 2.79 4.36 6.28 8.55 11.17 14.14 15.75 17.45 21.12 27.27 34.21 44.68

18.5

1.53 2.72 4.25 6.11 8.32 10.87 13.76 15.33 16.98 20.55 26.53 33.28 43.47

19.0

1.49 2.65 4.13 5.95 8.10 10.58 13.39 14.92 16.53 20.01 25.84 32.41 42.33

19.5

1.45 2.58 4.03 5.80 7.89 10.31 13.05 14.54 16.11 19.49 25.17 31.58 41.24

20.0

1.41 2.51 3.93 5.65 7.70 10.05 12.72 14.18 15.71 19.01 24.54 30.79 40.21

POVRŠINA ČELIKA U cm

2 ŠIPKI u cm

(13)

NA ŠIRINI POJASA PLOČE 100 cm

RAZMAK

PROMJER ŠIPKE U mm

36

40 t

145.41 179.52

7.0

135.72 167.55

7.5

127.23 157.08

8.0

119.75 147.84

8.5

113.10 139.63

9.0

107.14 132.28

9.5

101.79 125.66

10.0

96.94 119.68

10.5

92.53 114.24

11.0

88.51 109.27

11.5

84.82 104.72

12.0

81.43 100.53

12.5

78.30 96.66

13.0

75.40 93.08

13.5

72.71 89.76

14.0

70.20 86.66

14.5

67.86 83.78

15.0

65.67 81.07

15.5

63.62 78.54

16.0

61.69 76.16

16.5

59.88 73.92

17.0

58.16 71.81

17.5

56.55 69.81

18.0

55.02 67.93

18.5

53.57 66.14

19.0

52.20 64.44

19.5

50.89 62.83

20.0

ŠIPKI u cm

(14)

MOMENTI OTPORA I MOMENTI INERCIJE

h\b

2.5

3

5

6

8

10

12

14

16

18

20

22

24

26

28

30

2.5

2.60 3.13 5.21 6.25 8.33 10.42 12.50 14.58 16.67 18.75 20.83 22.92 25.00 27.08 29.17 31.25 3.26 3.91 6.51 7.81 10.42 13.02 15.63 18.23 20.83 23.44 26.04 28.65 31.25 33.85 36.46 39.06

3

3.75 4.50 7.50 9.0 12.0 15.0 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 5.63 6.75 11.25 13.5 18.0 22.5 27.0 31.5 36.0 40.5 45.0 49.5 54.0 58.5 63.0 67.5

5

10.42 12.50 20.83 25.0 33.3 41.7 50.0 58.3 66.7 75.0 83.3 91.7 100.0 108.3 116.7 125.0 26.04 31.25 52.08 62.5 83.3 104.2 125.0 145.8 166.7 187.5 208.3 229.2 250.0 270.8 291.7 312.5

6

15.00 18.0 30.0 36 48 60 72 84 96 108 120 132 144 156 168 180 45.00 54.0 90.0 108 144 180 216 252 288 324 360 396 432 468 504 540

8

26.67 32.0 53.3 64 85 107 128 149 171 192 213 235 256 277 299 320 106.67 128.0 213.3 256 341 427 512 597 683 768 853 939 1024 1109 1195 1280

10

41.67 50.0 83.3 100 133 167 200 233 267 300 333 367 400 433 467 500 208.33 250.0 416.7 500 667 833 1000 1167 1333 1500 1667 1833 2000 2167 2333 2500

12

60.00 72.0 120.0 144 192 240 288 336 384 432 480 528 576 624 672 720 360.00 432.0 720.0 864 1152 1440 1728 2016 2304 2592 2880 3168 3456 3744 4032 4320

14

81.67 98.0 163.3 196 261 327 392 457 523 588 653 719 784 849 915 980 571.67 686.0 1143.3 1372 1829 2287 2744 3201 3659 4116 4573 5031 5488 5945 6403 6860

16

106.7 128.0 213.3 256 341 427 512 597 683 768 853 939 1024 1109 1195 1280 853.3 1024.0 1706.7 2048 2731 3413 4096 4779 5461 6144 6827 7509 8192 8875 9557 10240

18

135.0 162.0 270.0 324 432 540 648 756 864 972 1080 1188 1296 1404 1512 1620 1215.0 1458.0 2430.0 2916 3888 4860 5832 6804 7776 8748 9720 10692 11664 12636 13608 14580

20

166.7 200.0 333.3 400 533 667 800 933 1067 1200 1333 1467 1600 1733 1867 2000 1666.7 2000.0 3333.3 4000 5333 6667 8000 9333 10667 12000 13333 14667 16000 17333 18667 20000

22

201.7 242.0 403.3 484 645 807 968 1129 1291 1452 1613 1775 1936 2097 2259 2420 2218.3 2662.0 4436.7 5324 7099 8873 10648 12423 14197 15972 17747 19521 21296 23071 24845 26620

24

240.0 288.0 480.0 576 768 960 1152 1344 1536 1728 1920 2112 2304 2496 2688 2880 2880.0 3456.0 5760.0 6912 9216 11520 13824 16128 18432 20736 23040 25344 27648 29952 32256 34560

26

281.7 338.0 563.3 676 901 1127 1352 1577 1803 2028 2253 2479 2704 2929 3155 3380 3661.7 4394.0 7323.3 8788 11717 14647 17576 20505 23435 26364 29293 32223 35152 38081 41011 43940

28

326.7 392.0 653.3 784 1045 1307 1568 1829 2091 2352 2613 2875 3136 3397 3659 3920 4573.3 5488.0 9146.7 10976 14635 18293 21952 25611 29269 32928 36587 40245 43904 47563 51221 54880

30

375.0 450.0 750.0 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 5625.0 6750.0 11250.0 13500 18000 22500 27000 31500 36000 40500 45000 49500 54000 58500 63000 67500

Presjek greda

za uvalne i grebenske rogove

mora biti

za 2 cm širi i 3 - 5 cm viši od presjeka greda za

obične rogove istog krovišta.

To je otprilike:

ŠIRINA 12 - 14 cm

i VISINA 18 - 20 cm

(15)

Presjek greda

za uvalne i grebenske rogove

mora biti

za 2 cm širi i 3 - 5 cm viši od presjeka greda za

obične rogove istog krovišta.

To je otprilike:

ŠIRINA 12 - 14 cm

i VISINA 18 - 20 cm

(16)

NAPONI U DRVETU

Dopušteni naponi za osnovno opterećenje ili

OSNOVNI DOPUŠTENI NAPONI :

HRAST I BUKVA Za slučaj zajedničkog djelovanja osnovnog, dopunskog i izuzetnog

VRSTA OZNAKA CRNOGORICA BJELOGORICA opterećenja dopušta se povećanje osnovnih

NAPREZANJA K L A S A dopuštenih napona za 50%.

I

II

III

I

II

SAVIJANJE

1.30

1.00

0.70

1.40

1.20

ZATEZANJE

1.05

0.85

0.00

1.15

1.00

napone treba povećati za 15%.

PRITISAK

1.10

0.85

0.60

1.20

1.00

0.20

0.30

VLAKNA SMICANJE

0.09

0.12

0.09

0.12

0.35

0.30

0.25

0.40

0.35

VRSTA DRVETA OSNOVNE VRIJEDNOSTI

E G

CRNOGORICA 1000 30 50 ZA MONOLITNO DRVO

BJELOGORICA 1250 60 100

koeficijentima iz slijedeće tablice :

VLAŽNOST DRVETA U % 10% 12% 14% 16% 18% 20% 22% 24% 26% C R N O G O R IC A _PRIT. _SMIC.

1.32

1.24

1.16

1.08

1

0.92

0.86

0.78

0.70 

SAVIJ. ZATEZ.

1.16

1.12

1.08

1.04

1

0.94

0.92

0.88

0.84

B JE L O G O R IC A _PRIT. _SMIC.

1.30

1.22

1.16

1.08

1

0.92

0.90

0.89

0.75 

SAVIJ. ZATEZ.

1.16

1.12

1.08

1.04

1

0.94

0.92

0.88

0.84 za one objekte kod kojih :

- puno računsko opterećenje traje permanentno,

- korisno opterećenje ili snijeg djeluju dulje od tri mjeseca.

Ukoliko je lisičavost drveta veća od dozvoljene, a građa zadovoljava tražene kvalitete, u račun se uvodi stvarna površina presjeka (kada je lisičavost u dozvoljenim granicama, po JUS D.A1.041, u proračun se uvodi površina pravokutnika opisana oko stvarnog presjeka).

Pri ovom povećanju, nosivost presjeka ne može biti veća od nosivosti s opisanim presjekom (pravokutnikom) i osnovnim dozvoljenim naponom.

u kN/cm

2

_{- za vlažnost drveta od 18%}

SMREKA, JELA, BOR (CRNI I BIJELI)



sdop

Kod zajedničkog djelovanja osnovnog i dopunskog opterećenja osnovne dopuštene



z IIdop



p IIdop

PRITISAK OKOMITO

NA



p dop

0,25

*

0,25

*

0,25

*

0,40

*

0,40

*

Kod upotrebe ovih vrijednosti potrebno je

II

dop računati s većim utiskivanjem koje treba uzeti u

obzir, zavisno od potrebe. SMICANJE OD

POPREČNE SILE

po II

dop

Kod veza s različitim spojnim sredstvima ne smiju se koristiti ove vrijednosti.

PRESJECANJE

VLAKANA





dop

MODUL

ELASTIČNOSTI SMICANJAMODUL

E _II MODULA

E

I

G

(kN/cm

2

₎

Dopušteni naponi pritiska koso na pravac vlakana (



_p

dop

_{) računaju se po obrascu :}



pdop





p IIdop

-

(



p IIdop

-



p dop

)

x sin



.

Ako je vlažnost drveta u eksploataciji različita od 18% - osnovne dopuštene napone treba korigirati



p



s



z



p



s



z

U zavisnosti od duljine trajanja opterećenja, osnovne dopuštene napone treba korigirati koeficijentom k

_d

= 0,9

U tom slučaju, osnovni dopušteni naponi na savijanje (



_sdop_{) mogu se povećati za 15%,}

a osnovni dopušteni naponi na pritisak (



_{p II}dop_{) i na zatezanje (}



z IIdop) mogu se povećati za 10%.

(17)

TIP

P

O

Z

UKUPNO METARA PO PROFILU :

ARM.

_

KOM.

₈

₁₀

₆

₁₂

₁₈

₁₄

₂₀

₁₆

₂₂

6 5.00 20 100.0 12 3.25 16 52.0 8 1.20 55 66.0 18 4.35 12 52.2 10 3.16 41 129.6 12 2.30 15 34.5 16 4.25 8 34.0 12 3.20 4 12.8

40 0/

50

0 -

2

8 1.65 52 85.8 6 0.92 102 93.8 6 0.88 136 119.7 16 4.25 8 34.0 8 1.20 120 144.0 14 5.00 16 80.0

R

A

6 25.00 15 375.0 8 65.00 14 910.0 10 21.00 16 336.0 12 35.00 13 455.0 14 98.00 12 1176.0 22 41.00 89 3649.0 12 12.00 45 540.0 18 25.00 41 1025.0 8 25.00 37 925.0 2130.8 465.6 688.5 1094.3 1077.2 1256.0 0.0 68.0 3649.0 kg/m' = 0.405 0.632 0.228 0.910 2.048 1.239 1.619 3.060 862.2 294.3 156.7 996.3 2206.6 1556.4 110.1 11166.2

17 349 kg

m /



 m =  kg =



=

(18)

VRSTA

BROJ

DIMENZIJE

TEŽINA

POZ

MREŽE

KOM.

ŠIRINA x DUŽINA

kg ZA POZ.

1 R-335

13

2.00 x

3.00

3.41

266.0

0.0

0.0 266.0 kg

kg/m

2



=

(19)

VRSTA

kg

G.A. 240/360

MREŽE

_{m' x kg/m' = kg}

_

6

8

10

12

14

16

18

19

20

22

25

28 UKUPNO kg

(20)

R.A. 400/500

(21)

GRAĐEVINA:

MJESTO GRADNJE:

BR. T.D.

LIST

STRANA

DIMENZIJE U mm

TEŽINA U kg

P

O

Z

IC

IJA

PREDMET

B

R

.

K

O

M

.

Š

IR

IN

A

D

E

B

LJ

IN

A

D

U

LJ

IN

A

za

1 k

o

m

.

UKUPNO

V

R

S

TA

M

A

T

E

R

IJA

LA

OPASKA

PRIJENOS:

p

o

m

'

ili

m

2

(22)

TABLICA ZA DIMENZIONIRANJE PRAVOKUTNIH PRESJEKA

min Fa = 0.075% - za ploče (M.A.) min Fa = 0.20% - za grede (R.A.)

PREMA GRANIČNIM STANJIMA SLOMA

min Fa = 0.10% - za ploče (R.A.) min Fa = 0.25% - za grede (G.A.)

(PRAVOKUTNIK PLUS PARABOLA)

min Fa = 0.15% - za ploče (G.A.) min Fa = 0.30% - za stupove i zidove

15

20

30

40

50

60

15

20

30

40

50

60

0.1 10.0 0.010 0.997 0.000 44.305 38.369 31.708 28.430 26.211 24.991 3.5 8.0 0.304 0.873 0.215 2.104 1.822 1.506 1.350 1.245 1.187 0.2 10.0 0.020 0.993 0.002 22.490 19.477 16.096 14.432 13.305 12.686 3.5 7.8 0.310 0.871 0.218 2.088 1.808 1.494 1.340 1.235 1.178 0.3 10.0 0.029 0.990 0.004 15.223 13.184 10.895 9.768 9.006 8.587 3.5 7.6 0.315 0.869 0.222 2.072 1.795 1.483 1.330 1.226 1.169 0.4 10.0 0.038 0.987 0.007 11.593 10.040 8.297 7.439 6.859 6.540 3.5 7.4 0.321 0.866 0.225 2.056 1.781 1.472 1.320 1.217 1.160 0.5 10.0 0.048 0.984 0.011 9.419 8.157 6.741 6.044 5.572 5.313 3.5 7.2 0.327 0.864 0.229 2.040 1.767 1.460 1.309 1.207 1.151 0.6 10.0 0.057 0.981 0.015 7.972 6.904 5.705 5.115 4.716 4.497 3.5 7.0 0.333 0.861 0.232 2.024 1.753 1.449 1.299 1.198 1.142 0.7 10.0 0.065 0.977 0.020 6.941 6.011 4.967 4.454 4.106 3.915 3.5 6.8 0.340 0.859 0.236 2.008 1.739 1.437 1.289 1.188 1.133 0.8 10.0 0.074 0.974 0.025 6.170 5.343 4.415 3.959 3.650 3.480 3.5 6.6 0.347 0.856 0.240 1.992 1.725 1.425 1.278 1.178 1.123 0.9 10.0 0.083 0.971 0.031 5.572 4.826 3.988 3.576 3.296 3.143 3.5 6.4 0.354 0.853 0.244 1.975 1.711 1.414 1.267 1.169 1.114 1.0 10.0 0.091 0.968 0.037 5.096 4.413 3.647 3.270 3.015 2.875 3.5 6.2 0.361 0.850 0.248 1.959 1.696 1.402 1.257 1.159 1.105 1.1 10.0 0.099 0.965 0.043 4.708 4.078 3.370 3.021 2.786 2.656 3.5 6.0 0.368 0.847 0.253 1.942 1.682 1.390 1.246 1.149 1.095 1.2 10.0 0.107 0.962 0.049 4.387 3.800 3.140 2.815 2.596 2.475 3.5 5.8 0.376 0.843 0.257 1.925 1.667 1.378 1.235 1.139 1.086 1.3 10.0 0.115 0.959 0.056 4.117 3.566 2.947 2.642 2.436 2.323 3.5 5.6 0.385 0.840 0.262 1.908 1.653 1.366 1.224 1.129 1.076 1.4 10.0 0.123 0.956 0.063 3.888 3.367 2.783 2.495 2.300 2.193 3.5 5.4 0.393 0.836 0.266 1.891 1.638 1.353 1.214 1.119 1.067 1.5 10.0 0.130 0.953 0.070 3.691 3.196 2.641 2.368 2.184 2.082 3.5 5.2 0.402 0.833 0.271 1.874 1.623 1.341 1.203 1.109 1.057 1.6 10.0 0.138 0.950 0.077 3.520 3.048 2.519 2.259 2.083 1.986 3.5 5.0 0.412 0.829 0.276 1.857 1.608 1.329 1.191 1.098 1.047 1.7 10.0 0.145 0.947 0.084 3.371 2.920 2.413 2.163 1.994 1.902 3.5 4.8 0.422 0.825 0.281 1.839 1.593 1.316 1.180 1.088 1.038 1.8 10.0 0.153 0.944 0.091 3.241 2.806 2.319 2.079 1.917 1.828 3.5 4.6 0.432 0.820 0.287 1.822 1.578 1.304 1.169 1.078 1.028 1.9 10.0 0.160 0.941 0.097 3.125 2.707 2.237 2.006 1.849 1.763 3.5 4.4 0.443 0.816 0.293 1.804 1.563 1.291 1.158 1.067 1.018 2.0 10.0 0.167 0.938 0.104 3.024 2.619 2.164 1.940 1.789 1.706 3.5 4.2 0.455 0.811 0.298 1.787 1.547 1.279 1.146 1.057 1.008 2.1 10.0 0.174 0.934 0.111 2.933 2.540 2.099 1.882 1.735 1.655 3.5 4.0 0.467 0.806 0.304 1.769 1.532 1.266 1.135 1.046 0.998 2.2 10.0 0.180 0.931 0.117 2.853 2.470 2.042 1.830 1.688 1.609 3.5 3.8 0.479 0.801 0.311 1.751 1.516 1.253 1.123 1.036 0.988 2.3 10.0 0.187 0.928 0.123 2.780 2.407 1.990 1.784 1.645 1.568 3.5 3.6 0.493 0.795 0.317 1.733 1.501 1.240 1.112 1.025 0.977 2.4 10.0 0.194 0.925 0.129 2.714 2.350 1.942 1.742 1.606 1.531 3.5 3.4 0.507 0.789 0.324 1.715 1.485 1.227 1.100 1.014 0.967 2.5 10.0 0.200 0.922 0.135 2.654 2.299 1.899 1.703 1.570 1.497 3.5 3.2 0.522 0.783 0.331 1.696 1.469 1.214 1.088 1.004 0.957 2.6 10.0 0.206 0.919 0.141 2.599 2.251 1.860 1.668 1.538 1.466 3.5 3.0 0.538 0.776 0.338 1.678 1.453 1.201 1.077 0.993 0.946 2.7 10.0 0.213 0.916 0.147 2.549 2.207 1.824 1.636 1.508 1.438 3.5 2.8 0.556 0.769 0.346 1.660 1.437 1.188 1.065 0.982 0.936 2.8 10.0 0.219 0.913 0.152 2.502 2.167 1.791 1.606 1.480 1.411 3.5 2.6 0.574 0.761 0.354 1.641 1.421 1.174 1.053 0.971 0.926 2.9 10.0 0.225 0.910 0.157 2.459 2.130 1.760 1.578 1.455 1.387 3.5 2.4 0.593 0.753 0.362 1.623 1.405 1.161 1.041 0.960 0.915 3.0 10.0 0.231 0.907 0.163 2.419 2.095 1.731 1.552 1.431 1.365 3.5 2.2 0.614 0.745 0.370 1.604 1.389 1.148 1.029 0.949 0.905 3.1 10.0 0.237 0.904 0.168 2.382 2.063 1.705 1.529 1.409 1.344 3.5 2.0 0.636 0.735 0.379 1.586 1.373 1.135 1.017 0.938 0.894 3.2 10.0 0.242 0.901 0.173 2.347 2.033 1.680 1.506 1.389 1.324 3.5 1.8 0.660 0.725 0.388 1.567 1.357 1.122 1.006 0.927 0.884 3.3 10.0 0.248 0.898 0.178 2.315 2.005 1.657 1.485 1.369 1.306 3.5 1.6 0.686 0.715 0.397 1.549 1.341 1.109 0.994 0.916 0.874 3.4 10.0 0.254 0.895 0.183 2.284 1.978 1.635 1.466 1.351 1.288 3.5 1.4 0.714 0.703 0.406 1.531 1.326 1.096 0.982 0.906 0.863 3.5 10.0 0.259 0.892 0.187 2.255 1.953 1.614 1.447 1.334 1.272 3.5 1.2 0.745 0.690 0.416 1.513 1.310 1.083 0.971 0.895 0.853 3.5 9.8 0.263 0.891 0.190 2.241 1.940 1.604 1.438 1.326 1.264 3.5 1.0 0.778 0.676 0.426 1.495 1.295 1.070 0.960 0.885 0.843 3.5 9.6 0.267 0.889 0.192 2.226 1.928 1.593 1.428 1.317 1.255 3.5 0.8 0.814 0.661 0.436 1.478 1.280 1.058 0.949 0.875 0.834 3.5 9.4 0.271 0.887 0.195 2.211 1.915 1.582 1.419 1.308 1.247 3.5 0.6 0.854 0.645 0.446 1.462 1.266 1.046 0.938 0.865 0.825 3.5 9.2 0.276 0.885 0.198 2.196 1.902 1.572 1.409 1.299 1.239 0.1 5.0 0.020 0.993 0.001 31.534 27.310 22.569 20.235 18.656 17.788 3.5 9.0 0.280 0.884 0.200 2.181 1.889 1.561 1.399 1.290 1.230 0.2 5.0 0.038 0.987 0.004 16.109 13.951 11.529 10.337 9.530 9.087 3.5 8.8 0.285 0.882 0.203 2.166 1.875 1.550 1.390 1.281 1.222 0.3 5.0 0.057 0.981 0.008 10.972 9.502 7.852 7.040 6.491 6.189

k

_hb

za marke betona

k

_hb

za marke betona

(23)

3.5 8.6 0.289 0.880 0.206 2.150 1.862 1.539 1.380 1.272 1.213 0.4 5.0 0.074 0.975 0.013 8.406 7.279 6.016 5.394 4.973 4.741 3.5 8.4 0.294 0.878 0.209 2.135 1.849 1.528 1.370 1.263 1.204 0.5 5.0 0.091 0.969 0.020 6.869 5.948 4.916 4.407 4.063 3.874 3.5 8.2 0.299 0.876 0.212 2.119 1.835 1.517 1.360 1.254 1.195 0.6 5.0 0.107 0.963 0.028 5.846 5.063 4.184 3.751 3.459 3.298

(24)

TABLICA ZA DIMENZIONIRANJE PRAVOKUTNIH PRESJEKA min Fa = 0.075% - za ploče (M.A.)

PREMA GRANIČNIM STANJIMA SLOMA

min Fa = 0.10%- za ploče (R.A.)

(PRAVOKUTNIK PLUS PARABOLA) min Fa = 0.15%- za ploče (G.A.)

min Fa = 0.20%- za grede (R.A.) min Fa = 0.25%- za grede (G.A.)

15

20

30

40

50

60

min Fa = 0.30%- za stupove i zidove

1.462 1.266 1.046 0.938 0.865 0.825 0.854 0.645 0.446 3.5 0.6 1.478 1.280 1.058 0.949 0.875 0.834 0.814 0.661 0.436 3.5 0.8 1.495 1.295 1.070 0.960 0.885 0.843 0.778 0.676 0.426 3.5 1.0 1.513 1.310 1.083 0.971 0.895 0.853 0.745 0.690 0.416 3.5 1.2 1.531 1.326 1.096 0.982 0.906 0.863 0.714 0.703 0.406 3.5 1.4 1.549 1.341 1.109 0.994 0.916 0.874 0.686 0.715 0.397 3.5 1.6 1.567 1.357 1.122 1.006 0.927 0.884 0.660 0.725 0.388 3.5 1.8 1.586 1.373 1.135 1.017 0.938 0.894 0.636 0.735 0.379 3.5 2.0 1.604 1.389 1.148 1.029 0.949 0.905 0.614 0.745 0.370 3.5 2.2 1.623 1.405 1.161 1.041 0.960 0.915 0.593 0.753 0.362 3.5 2.4 1.641 1.421 1.174 1.053 0.971 0.926 0.574 0.761 0.354 3.5 2.6 1.660 1.437 1.188 1.065 0.982 0.936 0.556 0.769 0.346 3.5 2.8 1.678 1.453 1.201 1.077 0.993 0.946 0.538 0.776 0.338 3.5 3.0 1.696 1.469 1.214 1.088 1.004 0.957 0.522 0.783 0.331 3.5 3.2 1.715 1.485 1.227 1.100 1.014 0.967 0.507 0.789 0.324 3.5 3.4 1.733 1.501 1.240 1.112 1.025 0.977 0.493 0.795 0.317 3.5 3.6 1.751 1.516 1.253 1.123 1.036 0.988 0.479 0.801 0.311 3.5 3.8 1.769 1.532 1.266 1.135 1.046 0.998 0.467 0.806 0.304 3.5 4.0 1.787 1.547 1.279 1.146 1.057 1.008 0.455 0.811 0.298 3.5 4.2 1.804 1.563 1.291 1.158 1.067 1.018 0.443 0.816 0.293 3.5 4.4 1.822 1.578 1.304 1.169 1.078 1.028 0.432 0.820 0.287 3.5 4.6 1.839 1.593 1.316 1.180 1.088 1.038 0.422 0.825 0.281 3.5 4.8 1.857 1.608 1.329 1.191 1.098 1.047 0.412 0.829 0.276 3.5 5.0 1.874 1.623 1.341 1.203 1.109 1.057 0.402 0.833 0.271 3.5 5.2 1.891 1.638 1.353 1.214 1.119 1.067 0.393 0.836 0.266 3.5 5.4 1.908 1.653 1.366 1.224 1.129 1.076 0.385 0.840 0.262 3.5 5.6 1.925 1.667 1.378 1.235 1.139 1.086 0.376 0.843 0.257 3.5 5.8 1.942 1.682 1.390 1.246 1.149 1.095 0.368 0.847 0.253 3.5 6.0 1.959 1.696 1.402 1.257 1.159 1.105 0.361 0.850 0.248 3.5 6.2 1.975 1.711 1.414 1.267 1.169 1.114 0.354 0.853 0.244 3.5 6.4 1.992 1.725 1.425 1.278 1.178 1.123 0.347 0.856 0.240 3.5 6.6 2.008 1.739 1.437 1.289 1.188 1.133 0.340 0.859 0.236 3.5 6.8 2.024 1.753 1.449 1.299 1.198 1.142 0.333 0.861 0.232 3.5 7.0 2.040 1.767 1.460 1.309 1.207 1.151 0.327 0.864 0.229 3.5 7.2 2.056 1.781 1.472 1.320 1.217 1.160 0.321 0.866 0.225 3.5 7.4 2.072 1.795 1.483 1.330 1.226 1.169 0.315 0.869 0.222 3.5 7.6 2.088 1.808 1.494 1.340 1.235 1.178 0.310 0.871 0.218 3.5 7.8 2.104 1.822 1.506 1.350 1.245 1.187 0.304 0.873 0.215 3.5 8.0 2.119 1.835 1.517 1.360 1.254 1.195 0.299 0.876 0.212 3.5 8.2 2.135 1.849 1.528 1.370 1.263 1.204 0.294 0.878 0.209 3.5 8.4 2.150 1.862 1.539 1.380 1.272 1.213 0.289 0.880 0.206 3.5 8.6 2.166 1.875 1.550 1.390 1.281 1.222 0.285 0.882 0.203 3.5 8.8 2.181 1.889 1.561 1.399 1.290 1.230 0.280 0.884 0.200 3.5 9.0 2.196 1.902 1.572 1.409 1.299 1.239 0.276 0.885 0.198 3.5 9.2 2.211 1.915 1.582 1.419 1.308 1.247 0.271 0.887 0.195 3.5 9.4 2.226 1.928 1.593 1.428 1.317 1.255 0.267 0.889 0.192 3.5 9.6 2.241 1.940 1.604 1.438 1.326 1.264 0.263 0.891 0.190 3.5 9.8 2.255 1.953 1.614 1.447 1.334 1.272 0.259 0.892 0.187 3.5 10.0 2.284 1.978 1.635 1.466 1.351 1.288 0.254 0.895 0.183 3.4 10.0 2.315 2.005 1.657 1.485 1.369 1.306 0.248 0.898 0.178 3.3 10.0 2.347 2.033 1.680 1.506 1.389 1.324 0.242 0.901 0.173 3.2 10.0 2.382 2.063 1.705 1.529 1.409 1.344 0.237 0.904 0.168 3.1 10.0 2.419 2.095 1.731 1.552 1.431 1.365 0.231 0.907 0.163 3.0 10.0 2.459 2.130 1.760 1.578 1.455 1.387 0.225 0.910 0.157 2.9 10.0 2.502 2.167 1.791 1.606 1.480 1.411 0.219 0.913 0.152 2.8 10.0 2.549 2.207 1.824 1.636 1.508 1.438 0.213 0.916 0.147 2.7 10.0 2.599 2.251 1.860 1.668 1.538 1.466 0.206 0.919 0.141 2.6 10.0 2.654 2.299 1.899 1.703 1.570 1.497 0.200 0.922 0.135 2.5 10.0 2.714 2.350 1.942 1.742 1.606 1.531 0.194 0.925 0.129 2.4 10.0 2.780 2.407 1.990 1.784 1.645 1.568 0.187 0.928 0.123 2.3 10.0 2.853 2.470 2.042 1.830 1.688 1.609 0.180 0.931 0.117 2.2 10.0 2.933 2.540 2.099 1.882 1.735 1.655 0.174 0.934 0.111 2.1 10.0 3.024 2.619 2.164 1.940 1.789 1.706 0.167 0.938 0.104 2.0 10.0 3.125 2.707 2.237 2.006 1.849 1.763 0.160 0.941 0.097 1.9 10.0 3.241 2.806 2.319 2.079 1.917 1.828 0.153 0.944 0.091 1.8 10.0 3.371 2.920 2.413 2.163 1.994 1.902 0.145 0.947 0.084 1.7 10.0 3.520 3.048 2.519 2.259 2.083 1.986 0.138 0.950 0.077 1.6 10.0 3.691 3.196 2.641 2.368 2.184 2.082 0.130 0.953 0.070 1.5 10.0 3.888 3.367 2.783 2.495 2.300 2.193 0.123 0.956 0.063 1.4 10.0 4.117 3.566 2.947 2.642 2.436 2.323 0.115 0.959 0.056 1.3 10.0 4.387 3.800 3.140 2.815 2.596 2.475 0.107 0.962 0.049 1.2 10.0 4.708 4.078 3.370 3.021 2.786 2.656 0.099 0.965 0.043 1.1 10.0 5.096 4.413 3.647 3.270 3.015 2.875 0.091 0.968 0.037 1.0 10.0 5.572 4.826 3.988 3.576 3.296 3.143 0.083 0.971 0.031 0.9 10.0

k

_hb

za marke betona

k

_x

k

_z

m

_n

e

_b

e

_a

(25)

6.170 5.343 4.415 3.959 3.650 3.480 0.074 0.974 0.025 0.8 10.0 6.941 6.011 4.967 4.454 4.106 3.915 0.065 0.977 0.020 0.7 10.0 7.972 6.904 5.705 5.115 4.716 4.497 0.057 0.981 0.015 0.6 10.0 9.419 8.157 6.741 6.044 5.572 5.313 0.048 0.984 0.011 0.5 10.0 11.593 10.040 8.297 7.439 6.859 6.540 0.038 0.987 0.007 0.4 10.0 15.223 13.184 10.895 9.768 9.006 8.587 0.029 0.990 0.004 0.3 10.0 22.490 19.477 16.096 14.432 13.305 12.686 0.020 0.993 0.002 0.2 10.0 44.305 38.369 31.708 28.430 26.211 24.991 0.010 0.997 0.000 0.1 10.0