7/24/2019 fundatii radoi

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schimba

verifica

Ax 1 AX 2 AX B Ax C terasa

P conventional kg/cm2 120.0 120.0 120.0 120.0

H bloc (cm) 40.0 40.0 40.0 40.0

B loc(cm) 95.0 65.0 100.0 65.0

h ri!"a f(cm) 90.0 90.0 90.0 90.0

b ri!"a f(cm) #0.0 #0.0 #0.0 #0.0

"e!sitate $ama!t %&mc 1900.0 1900.0 1900.0 1900.0

' bloc&ml 12#1.2 42.4 1296.0 42.4

' ri!"a f&ml 911.# 911.# 911.# 911.#

' $ama!t&ml 1500.5 0.0 1616.0 0.0

G total fundatie kg/ml 3643.0 2561.6 3823.2 2561.6

"e!sitate i"*ri %&mc 1000.0 1000.0 1000.0 1000.0

"e!sitate te!c*iala 1900.0 1900.0 1900.0 1900.0

rosime i"*ri (cm) #0.0 #0.0 #0.0 #0.0

rosime te!c*iala (cm) 5.0 5.0 5.0 5.0

' i" &m$ 5##.# 5##.# 5##.# 5##.##.9 #.9 #.9 #.9

G total ziduri kg/ml 207.7 207.7 207.7 207.7

s*ma h ri!i (cm) 40.0 40.0 40.0 40.0

latime ri!i(cm) #0.0 #0.0 #0.0 #0.0

Gtotal grinzi kg/ml 405.0 405.0 405.0 405.0

%&m$ $laca $arter +1.+ +1.+ +1.+ +1.+

%&m$ $laca eta, 0.0 0.0 0.0 66#.

%&m$ sar$a!ta #40.0 #40.0 #40.0 #4#.0

latime afere!ta $arter (ml) 5.0 #.10 5.0 1.50

latime afere!ta eta, (ml) 0.00 0.00 0.00 0.00

latime afere!ta sar$a!ta (ml) 0.00 0.00 0.00 0.00

Gtotal !laci "i "ar!anta kg/ml 5055.6 2702.1 5055.6 1307.5

' i! ca*ri iesite "i! obis!*it %&ml -- 0.0 0.0 0.0 0.0

G total kg/ml 11183.2 7748.4 11363.4 6353.8

#$%&'( )(*(+$,$ -)$%&( 3.2 64.6 4.7 52.

1

200 1.0 1.6 0.05

10

0

/20

1 este 0.05 $e!tr* $ama!t*ri coeive si 0.10$e!tr* $ama!t*ri !ecoeive

h i" $arter/*ltim*l !ivel (m)--

co!v

H2B1(%a) B latimea(m) 3fa"a!cimea(m)

co!v

co!v

H2B1CBC

3

3aca B5CB

co!vH2B1x

1x(B/1)

3aca 3f2 C3co!vH2B1

x(3f/2)&4