note de calcul pasaj

7/26/2019 Note de Calcul Pasaj

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fle:///var/www/apps/conversion/tmp/scratch_3/321205020.xlsx2.1E supras

DESIGN AND BUILT

AUTOSTRADA SEBES-TURDA Lot3

Pasaj peste autostrada cale 7,!

"# A$TIUNI

2.2 Valori caracteristice

2.2.1 Actiuni permanente

Ele!e%t &uc G% 'N(!

Gc 'N(!

Grinzi 4 0.65 25.00 65.00 1.35 87.75

Placa 1 2.83 25.00 70.75 1.35 95.51

Cale 1 0.78 24.00 18.72 1.35 25.27

rotuar 2 0.35 24.00 16.80 1.35 22.68

2 ! 0.50 1.00 1.35 1.35

0 ! 0.65 0.00 1.35 0.00

"isa 2 0.18 25.00 8.75 1.35 11.81

#or$uri 2 0.13 25.00 6.50 1.35 8.78

TOTAL ( !l )7#*" "*3#)*

%ncarcari pe &rinzi'esc(i$eri 1 2 3 4

Grinzi 16.25 16.25 16.25 16.25

Placa 17.69 17.69 17.69 17.69GP 33.94 33.94 33.94 33.94

0 0.00 e)centricitate

Cale 2.88 6.48 6.48 2.88

rotuar 8.4 0 0 8.4

0.5 0 0 0.5

0 0 0 0

"isa 4.38 0 0.00 4.38

#or$uri 3.25 0 0.00 3.25

)+#) # # )+#)

Ar.e !"De%s.tate

'N(!3

Parapet

pietonalParapet

$irectional

Parapetpietonal

Parapet$irectional

$TP/$aleTtrotuarParapet0


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3/16

z !cEs

"unct x # z

1 22 $000 2 264000 264000 0

2 23 $000 2 276000 276000 03 2% $000 2 288000 288000 0

% 25 $000 2 300000 300000 0

5 2$ $000 2 312000 312000 0

$ 2& $000 2 324000 324000 0

& 2' 10000 2 560000 560000 0

' 2( 10000 2 580000 580000 0

( 30 $000 2 360000 360000 0

10 31 $000 2 372000 372000 0

11 32 $000 2 384000 384000 0

12 33 $000 2 396000 396000 0

13 3% $000 2 408000 408000 0

1% 35 $000 2 420000 420000 0

15 3$ $000 2 432000 432000 0

1$ 3& 5''0 2 435120 435120 0

1& 3' 5''0 2 446880 446880 0

1' 3( 5''0 2 458640 458640 0

1( %0 5''0 2 470400 470400 833918

)c

0.(&


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*+,EE foraj 35

)c )c min )c max a !

1 0.5 1 %000 $000

1 0.5 1 %000 $0001 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

1 0.5 1 %000 $000

0.97 0.5 1 %000 $000

0.97 0.5 1 %000 $000

0.97 0.5 1 %000 $000

0.97 0.5 1 %000 $000

)c min )c max a ! -rie

0.&5 1 $3000 100000 95560 1 0.&'53('

"ilot


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7/16

ora *ulee

6000

60006000

6000

6000

6000

10000

10000

6000

6000

6000

6000

6000

6000

6000

5880

5880

5880

5880

ipul pmntului inal piloi prea!ricai

'33(1'.31$$ )c min4 )c max

-rile 6i arile proase avn7 )c890.25 $50 2500

-rile 6i arile proase avn7 0.258)c890.52500 5000

"rauri nisipoase avan7 )c891.00

isipuri proase avan7 0.$89e80.'

-rile 6i arile proase avn7 0.58)c891.00 5000 '000

"rauri nisipoase avan7 )c;1.00

isipuri fne 6i nisipuri milocii

-rile 6i arile proase avn7 )c;1.00 '000 13000

isipuri mari

-

*oefcientul 7e pro

isipuri cu pietri64 pietri6uri 6i !olovni6uri cuumplutur 7e nisip.


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9/16

piloi executai pe loc

a !

500 2000

2000 %000

%000 $000

$000 10000

10000 20000

porionalitate 4


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11/16

2.2.3.1. *orta $e +ranarea ,- / 1991!22005

32 m 3 m

300 1

9 1#1 'N 2 +11 'N

r Grinzi 4

)))#1 'N - orta co%ce%trata pe capatul 4r.%5..

e m

6 1#11 'N! - !o!e%t re5ultat la capatul 4r.%5..

3#+ 'N(! - orta u%.or! d.str.&u.ta pe lu%4.!ea 4r.%

"cale

l

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a1

1 m2 a18

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8l'( 4r.%da ( !


12/16

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13/16


14/16


15/16

helev9 &

J19 3.15 p19

J29 10.15 p29

J39 11.(0 p39

s90.%$&

J19 3.15 p19

J29 10.15 p29

J39 11.(0 p39


16/16

w !ancheta9 $.5

w stalp9 1

w ra7ier9 1.2

19.95 "19 31.42

64.28 "29 64.28

"29 77.14

75.37 "39 90.44

27.95 "19 44.02

90.06 "29 108.07

105.59 "39 126.71

note de calcul pasaj

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