Evaluarea Incarcarilor Existent

7/26/2019 Evaluarea Incarcarilor Existent

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1.Incarcari permanente

Nr. Denumirea stratului Grosimea

crt.

strat [m]

1 2 3 4

1 Invelitoare sindrila lmen (2 stat) 02 Sipci verticale 03 onoi!olatie din vata minerala 04 olie polietilena" sapa din mortar ciment 0# $de!iv moc%eta

& 'oc%eta 0$* 0

1 encuiala+ mortar ciment ,var 0.01"

2-lanseu din eton armat monolit 0.1"

3 onoi!olatie din vata minerala 0.024 olie polietilena" sapa din mortar ciment 0.03# $de!iv -/

& ovor -/ 0.0032

$* 0.2121 encuiala+ mortar ciment ,var 0.01"

2-lanseu din eton armat monolit 0

3 onoi!olatie din vata minerala 04 olie polietilena" sapa din mortar ciment 0.03

# Gresie 0.01

$* 0.0""1 encuiala+ mortar ciment ,var 0.01"

2 -lanseu din eton armat monolit 0

3 onoi!olatie din vata minerala 0.024 olie polietilena

" iment rolat 0.0"

$* 0.0"

Nr.

Denumirea stratului Grosimea [m]crt.

strat

lement de

constructie

$coperis (!onapod)

-lanseu curentpardosealacalda (-/)

-lanseu curentcu pardosealarece (resie)

-lanseu curentcu pardosealarece (ciment)

lement deconstructie


2/26

1 2 3 41 encuiala+ mortar ciment ,var


3 eton de panta cu !ura de ca!an 0.124 ariera de vapori 152

"ermoi!olatie din polistiren e6trudat 0.2

# -rotectia termoi!olatiei Suport al %idroi!olatiei 0.03

7

10-rotectia %idroi!olatiei din nisip 0

$*1 encuiala+ mortar ciment ,var 0.01"


3eton de panta cu !ura de ca!an 0.12

4 ariera de vapori 152



7

100.0"

11 -ardoseala+ pavele ceramice 0.0"

$*1 encuiala+ mortar ciment ,var 0.01"


3

eton de panta cu !ura de ca!an 0.12

4 ariera de vapori 152



710 Geote6til

11 Strat veetal 0.1"

$*

-lanseu terasanecirculaila

8idroi!olatie 152-54(9nvelitoare ituminoasa)

-lanseu terasacirculaila


Strat de pietris pentru drenarearapida a apei

-lanseu terasainierata



3/26


crt.

strat [m]

1 2 3 41 -laca din eton armat monolit 0.1"2 repte rute din eton simplu 0.0&

3 Gresie 0.01

-odest

1 -laca din eton armat monolit 0.1"

2 sapa din mortar ciment 0.033 Gresie 0.01



3 onoi!olatie din vata minerala 0.024 olie polietilena" sapa din mortar ciment 0.03

# -ista o:lin 0.4"

1encuiala+ mortar ciment ,var 0.01"

2 ;idarie de !idarie 0."


$*1 encuiala+ mortar ciment ,var 0.01"2 ;idarie de $ 0.2"


$*1 -laci dule ips,carton 0.02"

2 /ata minerala 0.0"

3 -laci dule ips,carton 0.02"

$*

1 -laca ips,carton 0.007"

2 /ata minerala 0.0"

3 -laca ips,carton 0.007"

lement de

constructie


4/26

$*


crt.

strat [m]

1 2 3 4

-erete e6terior

1 encuiala+ mortar ciment ,var 0.01"2 ;idarie de $ 0.2"3 'ortar ade!iv 0.014 ermoi!olatie polistiren 0.2

"0.00"

$*

-erete vitratSGG -laniterm Gloal (saint oain)

$*

$tic

10.00"

2 0.0"3 'ortar ade!iv 0.014" Suport al %idroi!olatiei 0.03# ariera de vapori 152& ;idarie de $ 0.3 'ortar ade!iv 0.017 ermoi!olatie polistiren 0.1

10 0.00"

$*

lement deconstructie

encuiala e6terioara+ mortar armatcu plasa din =ra de sticla

encuiala e6terioara+ mortar armatcu plasa din =ra de sticla

encuiala e6terioara+ mortar armat

cu plasa din =ra de sticla


5/26


6/26

Greutati >ncarcarea

te%nice /aloarea /aloarea

aracteristica de calcul[?N@m]

" # # 0."0# 0.001 0.00

0.0121 0.00

0.00

0.020."3

17 0.27 0.&0

00.00 0.00

0 0.00 0.000.01 0.01

21 0.#3 1.""0.00 0.01

0.04 0.0"

0.7# 2.3217 0.27 0.&0

2"0.00 0.00

1 0.00 0.000.01 0.01

21 0.#3 1.""24 0.24 0."7

1.1# 2."17 0.27 0.&0

2" 0.00 0.001 0.02 0.0"

0.01 0.0121 1.0" 2."

1.3# 3.34

Greutati [?N@m3]

>ncarcarea >ncarcarea

/aloarea /aloareaaracteristica de calcul

[?N@m3] [?N@m2]

[?N@m2] [?N@m2]


7/26

" # 17 0.00 0.00

00.00 0.00

0 0.00 0.000.07 0.12

0.320.0# 0.1#0.02 0.03

21 0.#3 1.""

0.1 0.24

10.00 0.00

0.7 2.1017 0.27 0.&0

2"3.&" 7.23

1#1.72 4.&20.07 0.12

0.320.0# 0.1#0.02 0.03

21 0.#3 1.""

0.1 0.24

201.00 2.4#

22 1.10 2.&1

7.04 21.2217 0.27 0.&0

2"3.&" 7.23

1#

1.72 4.&20.07 0.12

0.320.0# 0.1#0.02 0.03

21 0.#3 1.""

0.1 0.240.00 0.00

1 2.&0 #.#4

7.#4 23.40


8/26

Greutati >ncarcarea >ncarcarea


aracteristica de calcul

" # 0 0.00 0.002" 1.&" 4.3124 0.24 0."7

1.77 4.702.40 ".71

0 0.00 0.00

21 0.#3 1.""24 0.24 0."7

0.& 2.1417 0.27 0.&0

2"3.&" 7.23

1 0.02 0.0"0.01 0.01

21 0.#3 1.""# 2.&0 #.#4

&.37 1.1

0.42 0."&

170.27

2.&11 7.0017 0.27

7."&17 0.27 0.&0# 1."0 3.#717 0.27 0.&0

2.0& ".07.24 0.21 0."1

1.# 0.0 0.20.24 0.21 0."1

0.47 1.21

.24 0.0 0.17

1.# 0.0 0.20.24 0.0 0.17

[?N@m3] [?N@m2] [?N@m2]


9/26

0.24 0."

Greutati >ncarcarea >ncarcarea


aracteristica de calcul

" # 17 0.27

#.42

# 1."021 0.210.2 0.04

210.11

2.14

0.30 0.41

210.11 0.2#

0.2 0.01 0.0221 0.21 0."2

0.1 0.2421 0.#3 1.""

0.07 0.12# 1.0 4.4321 0.21 0."20.2 0.02 0.0"

21 0.11 0.2#

3.3# &.7&

Nr.

crt.

11

[?N@m3] [?N@m2] [?N@m2]


10/26

2

3

4

"

#&


11/26


12/26


13/26


14/26

2.Incarcari variabile

Denumire >ncarcare

/aloarea A1

aracteristica

2 # &amera+ ai %otel 1." 1."

[?N@m

2

]


15/26

ucatarie+ Spatiu de preparat mancare 2 1."

irouri+ vestiare+ ai pulice+ spalatorii+ alcoane+ 2." 1."

8oluri+ terase circulaile+ receptie+ rampe scari 3 1."

oaBor+ Bri!erie + maa!in !iare 4 1."

Sala =tness+ depo!it ruBe " 1."Depo!ite &." 1."$coperis terasa necirculaila 0.4 1."


16/26


17/26


18/26


19/26

/aloarea

de calcul

2.2"

[?N@m

2

]


20/26

3

3.&"

4."

#

&."11.2"0.#


21/26

Calculul incarcarilor situatia existenta

Sarpanta

Invelitoare din tigla metalica 0.0010*7.85

Sipci (0.03*0.03*4+0.05*0.03*2)*

!"tereala 0.024*

#apriori 2*0.1*0.15*

$ane 0.15*0.15*0.5*

$opi 0.15*0.15*0.25*

$lan"e% pod(capriori+"cand%ra) 2*0.1*0.15*+0.024*

Sarpanta

Zidarie

$erete &idarie 0.5*18

Utila

!coperi"

$lan"e% pod

Zapada 2.5*0.8*0.'

$* - '*

*atime Bundatii


22/26

0.04 mp

0.04 mp

0.14 mp

0.18 mp

0.07 mp

0.03 mp

0.32 mp

0.83 kN/mp

'.00 mp

0.50 mp

0.75 mp

1.80kN/mp

".0#4?N@ml

0." m 11#.12 ?N@mp


23/26

Calculul incarcarilor planseu beton armat sarpanta lemn ecarisat

Sarpanta

Invelitoare din tigla ceramica 40gmp

Sipci (0.03*0.03*4+0.05*0.03*2)*

!"tereala 0.024*

#apriori 2*0.1*0.15*

Str%ct%ra metalica

Sarpanta

Zidarie

$erete &idarie 50cm 0.5*18

$erete #! 25cm 0.25*

$lan"e% ! 24*0.15

$ermanente plan"e% c%rent

Utila

!coperi"

$lan"e% eta,

Zapada 2.5*0.8*0.'

$* - '* (arie aBerenta 17."0mp)

*atime Bundatii

Latime fundatii dupa consolidare


24/26

0.40 mp

0.04 mp

0.14 mp

0.18 mp

0.50 mp

1.26 kN/mp

'.00 mp

1.50 mp

3.0 mp

1.1 mp

0.50 mp

2.50 mp

1.80kN/mp

104.11?N@ml

0." m 20.222 ?N@mp

0.9 m 115.679 kN/mp


25/26

Calculul incarcarilor situatia supraetaarii

Sarpanta

Invelitoare din tigla metalica 40gmp

Sipci (0.03*0.03*4+0.05*0.03*2)*

!"tereala 0.024*

#apriori 2*0.1*0.15*

Sarpanta

Zidarie

$erete &idarie 50cm 0.5*18

$erete #! 25cm 0.25*

$lan"e% !-2 24*0.15*2$ermanente plan"e% c%rent

$ermanente plan"e% pod

Utila

!coperi"

$lan"e% eta,

$lan"e% pod

Zapada 2.5*0.8*0.'

$* - '* (arie aBerenta 17."0mp)

*atime Bundatii

Latime fundatii dupa consolidare


26/26

0.40 mp

0.04 mp

0.14 mp

0.18 mp

0.!6 kN/mp

'.00 mp

1.50 mp

7.50 mp1.1 mp

0.1mp

0.50 mp

2.50 mp

0.70 mp

1.80kN/mp

11&."&?N@ml

0." m 23".14" ?N@mp

1 m 117.573 kN/mp

Evaluarea Incarcarilor Existent

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