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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
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1 2 3 41 encuiala+ mortar ciment ,var
2-lanseu din eton armat monolit 0.1"
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"
2-lanseu din eton armat monolit 0.1"
3eton de panta cu !ura de ca!an 0.12
4 ariera de vapori 152
"ermoi!olatie din polistiren e6trudat 0.2
# -rotectia termoi!olatiei Suport al %idroi!olatiei 0.03
7
100.0"
11 -ardoseala+ pavele ceramice 0.0"
$*1 encuiala+ mortar ciment ,var 0.01"
2-lanseu din eton armat monolit 0.1"
3
eton de panta cu !ura de ca!an 0.12
4 ariera de vapori 152
"ermoi!olatie din polistiren e6trudat 0.2
# -rotectia termoi!olatiei Suport al %idroi!olatiei 0.03
710 Geote6til
11 Strat veetal 0.1"
$*
-lanseu terasanecirculaila
8idroi!olatie 152-54(9nvelitoare ituminoasa)
-lanseu terasacirculaila
8idroi!olatie 152-54(9nvelitoare ituminoasa)
Strat de pietris pentru drenarearapida a apei
-lanseu terasainierata
8idroi!olatie 152-54(9nvelitoare ituminoasa)
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Nr. Denumirea stratului Grosimea
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
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
# -ista o:lin 0.4"
1encuiala+ mortar ciment ,var 0.01"
2 ;idarie de !idarie 0."
3 encuiala+ mortar ciment ,var 0.01"
$*1 encuiala+ mortar ciment ,var 0.01"2 ;idarie de $ 0.2"
3 encuiala+ mortar ciment ,var 0.01"
$*1 -laci dule ips,carton 0.02"
2 /ata minerala 0.0"
3 -laci dule ips,carton 0.02"
$*
1 -laca ips,carton 0.007"
2 /ata minerala 0.0"
3 -laca ips,carton 0.007"
lement de
constructie
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$*
Nr. Denumirea stratului Grosimea
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
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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]
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" # 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
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Greutati >ncarcarea >ncarcarea
te%nice /aloarea /aloarea
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]
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0.24 0."
Greutati >ncarcarea >ncarcarea
te%nice /aloarea /aloarea
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]
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2
3
4
"
#&
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2.Incarcari variabile
Denumire >ncarcare
/aloarea A1
aracteristica
2 # &amera+ ai %otel 1." 1."
[?N@m
2
]
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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."
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/aloarea
de calcul
2.2"
[?N@m
2
]
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3
3.&"
4."
#
&."11.2"0.#
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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
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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
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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
7/26/2019 Evaluarea Incarcarilor Existent
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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
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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
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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