Centralizator Ruperi de Panta

8/19/2019 Centralizator Ruperi de Panta

http://slidepdf.com/reader/full/centralizator-ruperi-de-panta 1/83

Centralizator stuturi din PEI

Inaltime maxima de cadere libera [m]: 0.6

Nr. crt. Strada

Nr. bucati dupa

Dn25

(structura rutiera) 0.2 0.4 0.6 0.8 1.0 1.2

1 str. 46 (balast, pamant) 0 0 3 2 4 4

2str. 47 (balast, asfalt) 0 2 4 2

4 str. 49 (balast) 3 ! 6 2

6 str. 51 (balast) 0 ! !

7 str. 52 (balast) 0 0 4 2

11 str. 56 (balast) 0 0 0 0 0

14 str. 59 (balast) 0 0 0 0 0

15 str. 60 (balast) 0 0 0 0

16 str. 61 (balast) 0 0 0 0 0

18 str. 63 (balast) 0 0 0 0 0

19 str. 64 (balast) 0 0 2 0 3 !

22 str. 67 (balast) 2 4 4 4 3

23 str. 68 (balast) 0 0 0 0 0 0

24 str. 69 (balast) 2 2 4 6 3 2

27 str. 72 (balast) 0 0 0 0 0

28 str. 73 (balast) 0 0 0 0 0

29 str. 74 (balast, pamant) 0 0 0 0

30 str. 75 (balast) 0 0 0

32 str. Carbunarita (pavaj, balast) 0 0 0 4 2



D

inaltime pipa (H [m])

Dn315

1.4 1.6 1.8 2.0 4.0 0.4 0.8

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0





naltim$ ma-ima $ &a$r$ lib$ra+ 0.6

/m

P*0! 0.2! .!4 3.2# .00

P*3 0.2! .! 3.! .00

P*4 0.2! .4 3.02 .00

P*! 0.2! .#0 3.! .40

P*6 0.2! .0 2.!3 0.60P*+ 0.2! .04 3.03 0.60

P*# 0.2! .!+ 3.3+ .00

P*20 0.2! .2" 2.+3 0.+0

P*2 0.2! .0" 2.#2 0.60

P*22 0.2! ."0 3.3 .20

P*24 0.2! .64 3.03 .20

P*2! 0.2! ." 3.2# .20

P*26 0.2! .2" 2.+! 0.+0

P*34 0.2! .63 3.34 .20

Camin,nal

Diametrucolector$

[m]rup$r$(C1

C2) /m

aan&im$

C'



0.6

/m

P*+" 0.2! .#+ 3.!+ .40

-*+ 0.2! .4 2."3 0.60

P*+#b 0.2! .26 2.++ 0.+0

P*#0 0.2! .34 3.+ 0.+0

P*#4 0.2! .66 3.24 .20P*#6 0.2! .!" 3.+ .00

P*#" 0.2! .2! 2.+# 0.+0

P*20 0.2! .!6 3." .00

P*202 0.2! .02 2.60 0.60

P*203 0.2! .30 3.26 0.+0

P*22 0.2! 0.+ 2.42 0.40

Camin,nal

Diametrucolector$

[m]rup$r$(C1

C2) /m

aan&im$

C'







0.6Camin ,nal

/m

P*2"4 0.2! ."6 3.3! .20

P*2"6 0.2! .# 2.+2 0.60

P*2"" 0.2! .20 2.+4 0.+0

P*2"+ 0.2! .6" 3.3 .20

P*2"# 0.2! 0.6" 3.22 0.20

P*2+0 0.2! .6! 3.22 .20

P*2+ 0.2! ."" 3.3# .20

P*2+2 0.2! .4! 2.#+ .00

P*2+4 0.2! ."" 3.3" .20

P*2+6 0.2! .40 3.0 0.+0

P*2# 0.2! .4# 3.0# .00

P*2#3 0.2! .3" 2.#" 0.+0

P*2## 0.2! .4" 3.33 .00

P*300 0.2! .! 3.0+ .00

P*30 0.2! 0.++ 3.2 0.40P*302 0.2! .64 3.20 .20

P*303 0.2! .4+ 3.0+ .00

P*304 0.2! .3" 2.#+ 0.+0

P*30! 0.2! .22 2.+3 0.+0

P*306 0.2! ."3 3.40 .20

P*30" 0.2! .6" 3.22 .20

P*30+ 0.2! .63 3.2" .20

P*30# 0.2! .46 3.2 .00

P*30 0.2! .6 3.24 .20

P*33 0.2! ."+ 3.33 .20P*3! 0.2! .62 3.3 .20

Diametrucolector$

[m]

rup$r$(C1

C2) /m

aan&im$

C'



P*36 0.2! .2 2."! 0.60

m

m m

m

m

m

m

m

rti&!l 1 u&rri $



m

m m

m

m

m

m

m

m

m

m

m

m

m

m



m

m

m

m

m

m

m

bu&

bu&

m

m

bu&

bu&

bu&

rti&!l 2 u&rri $

rti&!l 3 tru&turi al$



bu&

bu&

bu&

bu&

bu&

bu&

bu&

bu&

bu&

rti&!l 4 tru&turi al$









Calcule camine str. 51.00

Camin initial

-*43 P*!22 36.4+ ""!.+0+ ""!.443 """.+6 .0

P*!22 P*!23 ".! ""!.443 ""!.2"2 """.2! .0

P*!23 P*!24 2!.!2 ""!.2"2 ""!.06 """.44+ .0

P*!24 P*!2! 60.00 ""!.06 ""4.46 """.44+ .0

P*!2! P*!26 23.# ""4.46 ""4.+4 ""!.#"! .0P*!26 P*!2" +.+4 ""4.+4 ""3.##6 ""!."#2 .0

P*!2" P*!2+ 32.!6 ""3.##6 ""3.6"0 ""!.6#3 .0

P*!2+ P*!2# 26.32 ""3.6"0 ""3.40" ""6.0# .0

P*!2# P*!30 64.+2 ""3.40" "6+.!2 ""!.3## ! ".6

P*!30 P*!3 3!.0! "66.#2 "6!.!# ""0.002 ! !.0

P*!3 P*!32 32.66 "6!.!# "63.!26 "6".#2+ ! !.0

P*!32 P*!33 4."0 "62.63 "!#."2 "64.## ! ".0

P*!33 P*!34 4.+" "!#."2 "!6."+2 "6.#+# ! ".0

P*!34 P*!3! 30.00 "!4.+2 "!3.32 "!+.330 ! !.0P*!3! P*!36 2!.6+ "!3.32 "!2.#4 "!!.36+ ! 4.4

P*!36 P*!3" 32.+" "!2.#4 "!.!3" "!3.+!6 0." 2.0

P*!3" P*!3+ 3.32 "!.!3" "!.443 "!3.42! 0." 0."

P*!3+ P*!3# 32.60 "!.443 "!.2! "!2.#4 0." 0."

P*!3# P*!40 ".2! "!.2! "!.0#4 "!3.04 0." 0."

P*!40 P*!4 46.6! "!.0#4 "!0.""0 "!3.!20 0." 0."

P*!4 P*!42 26.63 "!0.""0 "4#.4!3 "!2."4 0." 4.#

P*!42 P*!43 36." "4#.4!3 "4+.26+ "!.""2 3 3.3

P*!43 P*!44 2.4# "4+.26+ "4".+#3 "4#.+06 3 3.0

P*!44 P*!4! !.0 "4".+#3 "4".43 "4#.40# 3 !.0P*!4! P*!46 44.3" "4".43 "44.03" "4+.6+" ! ".0

Camin,nal

/un%imesectiune

[m]

Cotaradier

sectiunecaat

amonte

Cotaradier

sectiunecaat a1al

Cota terencamin initial

Panta



P*!46 P*!4" 3.42 "42.320 "4.64# "4!.4!0 ! !.0

P*!4" P*!4+ ".6! "4.64# "40.66" "44.2+ ! !.6

P*!4+ P*!4# 4".64 "40.66" "3!.#03 "42.323 ! 0.0

P*!4# P*!!0 #.3 "34.360 "33.20 "3".442 ! 6.0

P*!!0 P*!! 0.00 "33.20 "32."0 "3!."2" ! !.0

P*!! P*!!2 .34 "32."0 "32.34 "34."62 ! !.0

P*!!2 P*!!3 3+.44 "30.++ "2+.#!# "33.!#3 ! !.0

P*!!3 P*!!4 30.3" "2+.#!# "2".44 "30.##2 ! !.0

P*!!4 P*!!! 2.2 "26.0++ "24.##0 "2+.#62 ! !.2

P*!!! P*!!6 #.!" "24.##0 "23.## "2".24 ! !.

P*!!6 P*!!" 40.03 "23.## "#.++ "2!.!0" ! 2.0

P*!!" P*!!+ 3#.#! "#.++ "!.#3 "2.0"+ ! 0.0

P*!!+ P*!!# 20.+ "!.#3 "4.!2 "+.236 ! !.0

P*!!# P*!60 !+.00 "4.!2 "0.6"2 "6.+02 ! 6.0

P*!60 P*!6 ".30 "0#.!3+ "0".+0+ "2.6+ 0 0.0

P*!6 P*!62 4".!+ "0".+0+ "03.036 "0.06+ 0 0.0

P*!62 P*!63 2.02 "0.!60 "00.+3# "04.!6+ ! 6.0

P*!63 P*!64 .#+ "00.+3# "00.20 "02.#!! ! 6.0

P*!64 P*!6! 3.+! 6#+.+42 6#+.2 "0.633 ! !.3

P*!6! P*!66 4.+0 6#+.2 6#".3"2 "00.2+3 ! !.0

P*!66 P*!6" 4+.6# 6#!.+#3 6#2.4+! 6#+.+22 " ".0

P*!6" P*!6+ 33.40 6#.00 6++."62 6#3.##2 " ".0

P*!6+ P*!6# 2.2+ 6+".6# 6+6.0! 6#0.244 ! !.0

P*!6# P*!"0 23."# 6+6.0! 6+4.#6 6++.!20 ! !.0

P*!"0 P*!" 33.00 6+4.#6 6+3.266 6+6.#!" ! !.0

P*!" P*!"2 2#.24 6+3.266 6+0.342 6+4.+0! ! 0.0P*!"2 P*!"3 !.#2 6+0.342 6"+.632 6+.#4 ! 0."

P*!"3 -*3" 43.44 6"".006 6"3.#6! 6+0.0## " ".0

6"3.#6! 6"!.42

*ord

-*24 P*320 .+" ""!.6#+ ""!.6! """.22 0." 0."

P*320 P*32 ".2 ""!.6! ""!.4#! """.2+ 0." 0."

P*32 P*322 +.32 ""!.4#! ""!.36" ""6.+4# 0." 0."

P*322 P*323 24.6 ""!.36" ""4.62# ""6.+34 3 3.0

P*323 P*324 2".00 ""4.62# ""3.+# ""6.64" 3 3.0

P*324 P*32! 23.42 ""3.+# ""2.64+ ""!.+#2 3 !.0



P*32! P*326 !.!6 "".440 ""0.662 ""4.2+! !

P*326 P*32" 3.0 ""0.662 "6#. ""3.0#3 !

P*32" P*32+ ".!6 "6"."00 "6!.#4! ""0.632 !

P*32+ "6!.24! "6".4+

' C6 -tin$r$ r$l$l$ &analiar$ in !ra:ul C!marni&

; D C<= ' =* <>

STR. 51

<r. &rt. D$s&ri$r$a u&rril!r Cant.

rti&!l 1 u&rri $ furniar$ si p!ar$ &!nu&t$ si instala?ii af$r$nt$1,1

1,1,1 D< 250 m 1,729.7

1,1,2 D< 315 m

1,1,3 D< 400 m

1,2

1,2,1 D< 250 m

1,2,2 D< 315 m

1,2,3 D< 400 m

1,3

1,3,1 D< 250 m

1,3,2 D< 315 m

1,3,3 D< 400 m

1.4

'r$t nitar

%al!ar$a

par@$r$ :i $&apar$ suprafa?a rum,in&lu$ si straturil$ $finitiv$(r$fa&$r$ rum), tip 1

par@$r$ :i $&apar$ suprafa?a rum, in&lu$ si straturil$ $finitiv$(r$fa&$r$ rum), tip

par@$r$ :i $&apar$ suprafa?a rum, in&lu$ si straturil$ $finitiv$(r$fa&$r$ rum), tip %

pturi, sprijiniri, umpluturi :l &!mpa&tri in t$r$nuri tip 1 in&lusivpr!&urar$ si m!ntar$ pat p!ar$, p$ntru &!nu&t$ $ ap in&lusivtransp!rtul :i $p!itar$a mat$rialului $-&avat A2.00 m



1,4,2 D< 315 m

1,4,3 D< 400 m

1.5

1,5,1 D< 250 m 934.2

1,5,2 D< 315 m

1,5,3 D< 400 m

1.6

1,6,1 D< 250 m 0.01,6,2 D< 315 m

1,6,3 D< 400 m

1.7

1,7,1 D< 250 m

1,7,2 D< 315 m1,7,3 D< 400 m

1.8

1,8,1 D< 250 m

1,8,2 D< 315 m

1,8,3 D< 400 m

1,9

pturi, sprijiniri, umpluturi :i &!mpa&tri Bn t$r$nuri tip 1 in&lusivpr!&urar$ si m!ntar$ pat p!ar$, p$ntru &!nu&t$ $ ap in&lusiv

transp!rtul :i $p!itar$a mat$rialului $-&avat 2.004.00m

pturi, sprijiniri, umpluturi :i &!mpa&tri Bn t$r$nuri tip 1 in&lusivpr!&urar$ si m!ntar$ pat p!ar$, p$ntru &!nu&t$ $ ap in&lusivtransp!rtul :i $p!itar$a mat$rialului $-&avat 4.006.00m

pturi, sprijiniri, umpluturi :i &!mpa&tri Bn t$r$nuri tip in&lusivpr!&urar$ si m!ntar$ pat p!ar$, p$ntru &!nu&t$ $ ap in&lusivtransp!rtul :i $p!itar$a mat$rialului $-&avat A2.00m

pturi, sprijiniri, umpluturi :i &!mpa&tri Bn t$r$nuri tip in&lusivpr!&urar$ si m!ntar$ pat p!ar$, p$ntru &!nu&t$ $ ap in&lusivtransp!rtul :i $p!itar$a mat$rialului $-&avat 2.004,00m

pturi, sprijiniri, umpluturi :i &!mpa&tri in t$r$nuri tip in&lusivpr!&urar$ si m!ntar$ pat p!ar$, p$ntru &!nu&t$ $ ap in&lusivt t l i it t i l l i t 4 00 6 00



1,9,2 D< 315 m

1,9,3 D< 400 m

1,10

1,10,1 D< 250 m 1,729.7

1,10,2 D< 315 m

1,10,3 D< 400 m

1.11 nt$rs$&tii &u alt$ !bi$&t$

1,11,1 C!nu&t$ apa bu& 6

1,11,2 C!nu&ta @a$ bu& 2

rti&!l 2 u&rri $ furniar$ :i p!ar$ &anal$ $ ra&!r, in&lusiv &min$l$ $ ra&!r

2.1m

420

2.2m

0

2.3 Cmin $ ra&!r D1m si 1.5m bu& 28

2.4

bu&28

rti&!l 3 tru&turi al$ r$?$l$i $ &analiar$. Cmin$ $ viitar$ :i &am$r$ $ int$rs$&?i$

3.1

bu& 36

3.2

bu& 11

3.3

bu&

3.4

'r!&urar$, m!ntar$ :i Bmbinar$ &!nu&t$ in '%C in&lusiv fitin@uripr$&um si t!at$ t$st$l$ n$&$sar$ (pr!ba $ $tan:$itat$) ban $

s$mnaliar$ &u fir p$ntru iam$tr$l$

par@$r$ :i $&apar$ tras$u ra&!r $ &analiar$, in&lu$ si straturil$$finitiv$ (r$fa&$r$ rum), tip

par@$r$ :i $&apar$ tras$u ra&!r $ &analiar$, in&lu$ si straturil$$finitiv$ (r$fa&$r$ rum), tip

a&!r &analiar$ lun@im$ m$i$ 15 m. D<200, in '%C (spaturi,sprijiniri, umpluturi, &!mpa&tri, pat $ p!ar$, &!nu&ta, fitin@uri)

urniar$ :i m!ntar$ &min$ $ viitar$ p$ntru &anal$ &!nf!rm *2448. 0.00 2.50m, D<800, in&lusiv spaturi, sprijiniri, umpluturi :i&!mpa&tri

urniar$ :i m!ntar$ &min$ $ viitar$ p$ntru &anal$ &!nf!rm *2448, 2.504,00m, D<1000, in&lusiv spturi, sprijiniri, umpluturi :i&!mpa&tri

urniar$ :i m!ntar$ &min$ $ viitar$ p$ntru &anal$ &!nf!rm *2448. 4.00 6,00m, in&lusiv spturi, sprijiniri, umpluturi :i&!mpa&tri

urniar$ :i m!ntar$ &min$ $ viitar$ p$ntru &anal$ &!nf!rm *



3.5

bu& 15

3.6

bu&

3.7

bu&

rti&!l 4 tru&turi al$ r$?$l$i $ &analiar$. *rav$rsri

4.1 ubtrav$rsari+

4.2 Drumuri na?i!nal$ (D<1) bu&

4.3 %i, vir!a@$ bu&

4.4 '!uri si p!$?$ bu&

*F* *

urniar$ :i m!ntar$ &min$ $ rup$r$ $ panta, 2.00 4,00 m,in&lusiv spturi, sprijiniri, umpluturi :i &!mpa&tri, D< 250

urniar$ :i m!ntar$ &min$ $ rup$r$ $ panta, 2.00 4,00 m,in&lusiv spturi, sprijiniri, umpluturi :i &!mpa&tri, D< 315

urniar$ :i m!ntar$ &min$ $ rup$r$ $ panta, E 4,00 m,in&lusiv spturi, sprijiniri, umpluturi :i &!mpa&tri, D< 250







0.6

aan&imi /m

0. 0.2! .4+ .+"

.4 0.2! .+" 2.2+

0.0 0.2! 2.2+ 2.!3

2.! 0.2! 2.!3 .66

0.+ 0.2! .66 ." 0.! 0.2! ." .+0

.2 0.2! .+0 2.!2

2.6 0.2! 2.!2 2.0#

+.3 0.2! 2.0# .!#

!.# 0.2! 3.# 2.+"

#.0 0.2! 2.+" .!" 0.+# 2.46 0.40

".2 0.2! 2.46 2.3+

+." 0.2! 2.3+ .6! .#" 3.62 .40

#.# 0.2! 3.62 2.6

!.# 0.2! 2.6 ."6

.3 0.2! ."6 .##

3.+ 0.2! .## .!"

0.4 0.2! .!" .#3

2.+ 0.2! .#3 2.!3

." 0.2! 2.!3 2.04

3.! 0.2! 2.04 2.42

!.4 0.2! 2.42 .64

3.2 0.2! .64 .62

4.+ 0.2! .62 .64 ".3 0.2! .64 .! ."2 3.23 .20

Diametrucolector$

[m]rup$r$(C1

C2) /m

aan&im$

C'



+." 0.2! 3.23 2."3

. 0.2! 2."3 ."6

0.2 0.2! ."6 .64 .!4 3.+ .00

+.# 0.2! 3.+ 2.63

#.6 0.2! 2.63 2.6

0.3 0.2! 2.6 .!6 .2! 2.+ 0.+0

6.+ 0.2! 2.+ 2.3 6." 0.2! 2.3 .62 .3! 2.#" 0.+0

+.2 0.2! 2.#" 2.32

+." 0.2! 2.32 .62

. 0.2! .62 .##

". 0.2! .## 3.4

6.# 0.2! 3.4 2."!

+.0 0.2! 2."! .60 .3 2."3 0.60

2. 0.2! 2."3 2.36

.6 0.2! 2.36 .63 .4+ 3. .00

3.4 0.2! 3. 2.22

.0 0.2! 2.22 .6 .2+ 2.+# 0.+0

#.+ 0.2! 2.+# 2.2"

#.# 0.2! 2.2" .!! .4+ 3.03 .00

#.# 0.2! 3.03 .6 .3+ 2.## 0.+0

.2 0.2! 2.## .!+ .!# 3.+ .00

+. 0.2! 3.+ 2.!

6.6 0.2! 2.! 2.4

6.! 0.2! 2.4 .64

#.+ 0.2! .64 ."0 .6 0.2! ."0 .!" .63 3.#

0.+ 0.2! 3.# .!6

0. 0.2! .6 ."0

2.2 0.2! ."0 .4!

0. 0.2! .4! .!"

0.+ 0.2! .!" 2.2

2.+ 0.2! 2.2 2."

6.# 0.2! 2." ."4 .2 2.#4 0.+0



"." 0.2! 2.#4 2.!3

".# 0.2! 2.!3 .62 .4 3.03 .00

+.3 0.2! 3.03 .!" &/5E

0.2! &/5E













0.6

/m

P*3+ 0.2! .!0 3.6 .00

P*3+2 0.2! 0.#0 2.4+ 0.40

P*3+3 0.2! .4 2.## .00

P*3+4 0.2! ."6 3.33 .20

P*3+" 0.2! .!+ 3." .00

P*3++ 0.2! .+0 3.3" .40P*3#0 0.2! .03 2.!" 0.60

P*3#4 0.2! ."3 3.2# .20

P*3#6 0.2! .!+ 2.+! .00

Camin,nal

Diametrucolector$

[m]

rup$r$(C1

C2) /m

aan&im$

C'



0.6

/m

P*6"6 0.2! .64 3.3 .20

Camin,nal

Diametrucolector$ [m] rup$r$ (C1

C2) /m

aan&im$

C'







0.6

/m

P*"6 0.2! 0.## 2.4# 0.40

Camin,nal

Diametrucolector$

[m] rup$r$ (C1C2) /m

aan&im$

C'



0.6

/m

P*6+0 0.2! .00 2.# 0.40

-*"! 0.2! 4.! 6.0# 4.00

P*6+" 0.2! ."3 3.2" .20

Camin,nal

Diametrucolector$

[m]rup$r$ (C1

C2) /m

aan&im$

C'







0.6

/m

P*"40 0.2! .63 3.22 .20

Camin,nal

Diametrucolector$

[m]rup$r$ (C1

C2) /m

aan&im$

C'



0.6

/m

P*" 0.2! .6+ 3.+ .20

Camin,nal

Diametrucolector$ [m]

rup$r$ (C1C2) /m

aan&im$

C'



0.6

/m

P*6#2 0.2! ."2 3.2+ .20

P*6#4 0.2! ."6 3.33 .20

P*6#! 0.2! .4! 2.## .00

P*6#6 0.2! .!0 3.0" .00

P*6#" 0.2! .63 3.2 .20

P*6#"b .2! .6+ 3.2" .20

P*6#+ 0.2! .!+ 3.6.00P*6## 0.2! .3 2."" 0.60

P*"04 0.2! .# 2.#+ 0.60

P*"0+ 0.2! .6+ 3.2" .20

Camin,nal

Diametrucolector$ [m] rup$r$ (C1

C2) /m

aan&im$

C'









0.6

/m

P*4"6 0.2! .+0 3.6 .40

P*4"" 0.2! 0.#" 2."2 0.40

P*4"+ 0.2! .0 2.6# 0.60

P*4"# 0.2! .0 2.!+ 0.60

P*4+2 0.2! 0.63 2.32 0.20

P*4+" 0.2! .4+ 3.! .00

P*4++ 0.2! .06 2.64 0.60

P*4+# 0.2! ."! 3.3! .20

P*4#2 0.2! .!! 3.3! .00

P*4## 0.2! .!" 3.0" .00

P*!0 0.2! 0.#+ 2."6 0.40

P*!04 0.2! .6 3.# .20

P*!0! 0.2! .3# 3.04 0.+0

P*!06 0.2! .3+ 3.4 0.+0

P*! 0.2! .4 3.0" .00P*!2 0.2! .3# 3.03 0.+0

P*!3 0.2! .! 2."6 0.60

P*!4 0.2! .6+ 3.30 .20

P*!6 0.2! .24 2.#0 0.+0

Camin,nal

Diametrucolector$


aan&im$

C'





/m

/m

P*6# 0.2! .60 3.23

Camin,nal Diametrucolector$[m] rup$r$ (C1

C2) /m

aan&im$

C'



0.6

/m

P*!"4 0.2! .20 2."+ 0.60

P*!"! 0.2! .2+ 2.+4 0.+0

P*!"6 0.2! .2! 3.06 0.+0

P*!"" 0.2! .! 3.2 .00

P*!""b 0.2! .+2 3.3# .40

P*!"+ 0.2! ."4 3.34 .20

P*!"+b 0.2! ." 3.36 .20

P*!+ 0.2! .!3 3.2" .00

P*!+6 0.2! .!! 3. .00

P*!+# 0.2! .00 2.+2 0.40

P*!#2 0.2! .! 2.# 0.60

P*!#4 0.2! 0."0 2.36 0.20

P*!#" 0.2! .2! 2.#4 0.+0

P*!#+ 0.2! 0.#2 2.!" 0.40

P*!## 0.2! .30 2.+! 0.+0P*600 0.2! .33 2.#2 0.+0

P*60+ 0.2! .0 2.6! 0.60

P*64 0.2! 0.63 2.4 0.20

P*66 0.2! .! 2."2 0.60

P*6" 0.2! .30 2.++ 0.+0

Camin,nal

Diametrucolector$


aan&im$

C'





0.6

/m

P*640 0.2! .0" 2.#2 0.60


C2) /m

aan&im$

C'







0.6

/m

P*642 0.2! .+ 3.3+ .40

P*642b 0.2! .!4 3.6 .00


C2) /m

aan&im$

C'







0.6

/m

P*6!6 0.2! .34 2.# 0.+0

P*6!"b 0.2! .06 2.6! 0.60

Camin,nal

Diametrucolector$


aan&im$

C'





0.6

/m

P*66 0.2! .2! 3."0 0.+0

P*663 0.2! 0.# 3.46 0.40

P*664 0.2! .0! 3.64 0.60

Camin,nal

Diametrucolector$


aan&im$

C'









0.6

/m

P*2" 0.2! .3 2.+# 0.+0

P*2+ 0.2! .36 3.0 0.+0

P*2# 0.2! .!6 3.22 .00

P*22 0.2! ."6 3.22 .20

P*223 0.2! ." 3.3! .20

P*223b 0.2! .26 2."! 0.+0

P*22" 0.2! 2.43 4.0" 2.00P*230 0.2! .3+ 3.! 0.+0

Camin,nal

Diametrucolector$

[m]rup$r$ (C1

C2) /m

aan&im$

C'









0.6

/m

P*"2" 0.2! .0! 3.4" 0.60

P*"2+ 0.2! ."4 3.3 .20

P*"2# 0.2! .34 2.#3 0.+0

P*"30 0.2! 0.60 2.2 0.20

P*"33 0.2! 0.#! 2.!! 0.40

Camin

,nal

Diametru

colector$[m] rup$r$ (C1

C2) /m

aan&im$

C'









0.6

Camin /m

P*42 0.2! .23 2.+ 0.+0

P*44 0.2! .43 2.#+ .00

P*42 0.2! .3! 2.+! 0.+0

-*30 0.2! .!0 3.06 .00

P*422 0.2! ."+ 3.3+ .20

P*424 0.2! .63 3.3! .20P*42+ 0.2! 0.60 2.6"

P*43 0.2! .0# 2.!# 0.60

P*43! 0.3! 0.## 3. 0.40

P*43+ 0.3! .3" 3.0 0.+0

P*440 0.3! 0.#" 2.64 0.40

Diametrucolector$ [m]

rup$r$ (C1C2) /m

aan&im$

C'







0.6

/m

P*232 0.2! .3 2."6 0.60

P*233 0.2! .!4 3. .00

P*234 0.2! .! 2."4 0.60

P*23! 0.2! 0."0 2.2" 0.20

P*23# 0.2! .0 2.+6 0.60

P*23#b 0.2! .!6 3.4 .00P*240 0.2! .66 3.2+ .20

P*242 0.2! 0." 2.3! 0.20

P*243 0.2! .+! 3.!0 .40

P*244 0.2! .2! 2.+2 0.+0

P*24! 0.2! .24 2.+6 0.+0

P*246 0.2! .3 2.+# 0.+0

P*24+ 0.2! .43 3.02 .00

P*24# 0.2! .+4 3.42 .40

P*2! 0.2! .!+ 3. .00

P*2!2 0.2! .+ 2."# 0.60P*2!3 0.2! .4 3.06 .00

P*2!4 0.2! .4" 3.26 .00

P*2!! 0.2! ."4 3.40 .20

P*2!6 0.2! .+2 3.3" .40

P*2!" 0.2! ."3 3.33 .20

P*2!+ 0.2! .3! 2.# 0.+0

P*260 0.2! .62 3.2" .20

P*262 0.2! .4# 3.06 .00

P*263 0.2! ."! 3.3" .20

Camin

,nal

Diametru


C2) /m

aan&im$

C'

P*26" 0.2! .2 3.3+ 0.60

P*26+ 0.2! ."" 3.3+ .20

P*26# 0.2! 0.# 2.!! 0.40

P*2"0 0.2! .+4 3.4! .40





0.6

/m

P*330 0.2! .4" 3.26 .00

P*332 0.2! .6+ 3.26 .20

P*334 0.2! .62 3.26 .20

P*33# 0.2! .2! 3.02 0.+0

P*342 0.2! .2 3.0" 0.60

P*344 0.2! .2! 2.+! 0.+0

P*346 0.2! .43 3.03 .00

P*34+ 0.2! ." 3.32 .20

P*3!0 0.2! .4 3.03 .00

P*3!2 0.2! .6# 3.26 .20

P*3!3 0.2! .3" 3.04 0.+0

P*3!4 0.2! .4! 3.0" .00

P*3!! 0.2! .40 2.#" 0.+0

P*3!6 0.2! .6 3.2! .20

P*3!" 0.2! .6" 3.32 .20

P*3!+ 0.2! .42 3.0 .00P*3!# 0.2! .3! 2.## 0.+0

P*363 0.2! .!0 3.0+ .00

P*3"3 0.2! .23 2.#! 0.+0

P*3"4 0.2! .!2 3.! .00

P*3"! 0.2! .3" 3.0 0.+0

P*3"" 0.2! 2.06 3.!3 .60

P*3"# 0.2! 0.6+ 2."" 0.20

Camin

,nal

Diametru


C2) /m

aan&im$

C'









0.6

Camin ,nal

/m

P*!3 0.2! .43 3.02 .00

P*!! 0.2! 0."! 2.22 0.20

P*!+ 0.2! .! 3.0# .00

P*62 0.2! .60 3." .20

P*64 0.2! ."+ 3.33 .20

P*6+ 0.2! .! 3.03 .00

P*"! 0.2! .44 3.30 .00

P*"6 0.2! .!0 3.0! .00

Diametru

colector$[m]

rup$r$ (C1C2) /m

aan&i

m$C'







Documents

Centralizator Ruperi de Panta