BETON III Partea scrisa.pdf

Departal'fi'entul de Constructii din Beton ArmatAn universitar 2014-2015, sem. 1

Tema proiect "Constructii de Beton Armat"

Numar __ 26 Grupa 1.-Nume bJ() Gi Alet7 LiL;- AAIverificat~~ 0' .'0.1C,

Sase intocmeasca proiectul structurii de rezistenta in solutie cadre de beton armat monolit pentru 0

constructie etajata. Constructia va avea un singur tronson si un subsol de tip rigid alcatuit din pereti decontur si interiori. Peretii de inchidere si compartimentare sunt realizati astfel incat acestia sa nu...--

r------------------------------------------------------------2\/

interactigneze cy structura.r------------- ....------------------,-----------------iI I I I: : : :

45: : : I. : ; : :I I / I I

! ! ! I!.-----------------+--------------------+------------------II I I II , I II I I II I I II I I I

4.51 4.5 1 4.5 1 4.5 II I I II I I It-------------------t-- ------------t---------- ..---_..--- !: : I I: I : I

4.51 ! : !: : ! !t J J : 1

Proiectul va cuprinde:

A. Piese scrise: note de calcul privind:

predimensionarea elementelor structurale de rezistenta Jstabilirea eforturilor sectionale "

dimensionare grinzi si stalpi cadru transversal central Iidimensionarea placii la nivel curent .J

dimensionarea infrastructurii-calcul simplificat - ~

Destinatie:Localitate:

birouri

Bucuresti - O/~()}f 1t~11 ~P+6E

3.6

3.2

2.8

Regim de inaltime:

Inaltime parter:

Inaltime etaj:

Inaltime subsol:

Incarcare utila:Presiune admisibila pe teren:

2 j(1J lIMa,250 Kpa

B. Piese desenate:

sectiune transversala (1:50)

plan cofraj, plan armare placa niv. curent (1:50)

plan cofraj si armare grinzi (1:50, 1:20)

plan cofraj si armare stalpi (1:50, 1:20)

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~rEA INFERIOARA

pmin= 0,3188 pmax= 55,8I

"'I 22I.t; As, eff Mrdj ane

GJliu sectiune"'"-- 8.16 380,13 2 KNm As,nec As,eff GRINDA NR.mm-., 2 76026 10147 1309 970,55 < 1014,7 = 44,18 TM ~ 2<1>22 + <1>18

2 76026 10147 1309 944,19 < 1014,7 = 70,54 .dr 2<1>22 + <1>183 114039 11404 14711 1037,99 < 1140,4 = 102,4 GEl TC ~ 3<1>22

GE 3 114039 11404 14711 1037,99 < 1140,4 = 102,4 dr 3<1>222 76026 10147 1309 944,19 < 1014,7 = 70,54 TM ~ 2<1>22 + <1>182 76026 10147 1309 97055 < 1014 7 - 44 18 dr 2<1>22 + <l>lR

~,3 0 78226 100,91 689,54 < 782,26 = 92,72 TM st 2<1>20 + <1>14:3 0 78226 10091 706,75 < 782,26 = 75,51 7r 2<1>20 + <1>14:5 0 94248 12158 807,76 < 942,48 = 134,7

G2 TC st 3<1>20G,5 0 94248 12158 807,76 < 942,48 = 134,7 7r 3<1>20

:,3 0 782,26 100,91 710,86 < 782,26 = 71,4 TM st 2<1>20 + <1>14t---:3 0 78226 10091 68954 < 78226 = 9272 dr 2<1>20 + <1>14- 0 60318 77 81 465,12 < 603,18 = 138,1 ~ 3<1>16TM0 60318 77 81 483,34 < 603,18 = 119,8 dr 3<1>16

0 60318 77 81 578,92 < 603,18 = 24,26G3 TC ~ 3<1>16

G 0 60318 77 81 578,92 < 603,18 = 24,26 dr 3<1>160 60318 77 81 483,34 < 603,18 = 119,8 TM st 3<1>160 60318 77 81 46512 < 603 18 = 138 1 7r 3<1>16- 0 46182 59,57 279,85 < 461,82 = 182 st 3<1>14TM0 46182 5957 279,85 < 461,82 = 182 7r 3<1>140 46182 5957 326,36 < 461,82 = 135,5 G4 TC ~ 3<1>14

G 0 46182 5957 326,36 < 461,82 = 135,5 dr 3<1>140 46182 5957 279,85 < 461,82 = 182 TM ~ 3<1>140 46182 5957 27985 < 46182 = 182 dr 3<1>14- 0 46182 5957 260,47 < 461,82 = 201,4 ....n.. 3<1>140 46182 59,57 260,47 < 461,82 = 201,4 TM dr 3<1>140 46182 5957 217,83 < 461,82 = 244 G5 TC ~ 3<1>14

lJ 0 46182 59,57 217,83 < 461,82 = 244 dr 3<1>140 46182 5957 260,47 < 461,82 = 201,4 TM ..2L 3<1>140 46182 5957 26047 < 461 82 = 201 4 dr ~14-

fyk=\lZI LA PARTEA SUPERIOARAfctm=

PC52 fyd =Iin= 0,31884 prnax= 57,383

C20/25 fcd--cI> 25

G h C) arie As, eff MrdTronson ;j~.nsectiuneR fo--- a

mm 490,87 rnm' KNm Asnec Aseff GRINDA NR.

st 500 3 1472,61 1472,61 189,97 1425,74 < 1472,61 46,9TM

st 3<1>25TM

dr 500 3 1472,61 1472,61 189,97 1442,41 < 1472,61 - 30,2 dr 3<1>25

st 500 2 981,74 1610,06 207,7 1535,12 < 1610,06 74,9GEl TC st 2<1>25 + 2<1>20

GEl TC 2 981,74 1610,06 207,7 1535,12 < 1610,06 74,9 dr 2<1>25 + 2<1>20dr 500st 500 3 1472,61 1472,61 189,97 1442,41 < 1472,61 30,2

TMst 3cI>25

TMdr son 3 1472,61 1472,61 189,97 1425,74 < 1472,61 - 46,9 dr 3<1>25

r" st sor 2 981,74 1295,9 167,17 1191,87 < 1295,9 104TM

st 2<1>25 + <1>20rM

dr soc 2 981,74 1295,9 167,17 1162,8 < 1295,9 - 133 dr 2<1>25 + cI>20

st soc 2 981,74 1383,86 178,52 1302,33 < 1383,86 - 81,SG2 TC st 2<1>25 + 2<1>16

G2 TCdr SO( 2 981,74 1383,86 178,52 1302,33 < 1383,86 - 81,S dr 2<1>25 + 2<1>16

st so: 2 981,74 1295,9 167,17 1162,8 < 1295,9 - 133 st 2<1>25 + <1>20TMTM

dr so; 2 981,74 1295,9 167,17 1191,87 < 1295,9 - 104 dr 2<1>25 + <1>20

st SO( 0 1014,73 130,9 966,75 < 1014,73 48 TM st 2<1>22 + <1>18TM

dr SO( 0 1014,73 130,9 928,69 < 1014,73 - 86 dr 2<1>22 + <1>18

st 501 0 1140,39 147,11 1073,57 < 1140,39 - 66,8TC

st 3<1>22G3 TC G3

dr 501 0 1140,39 147,11 1073,57 < 1140,39 - 66,8 dr 3<1>22

st 501 0 1014,73 130,9 928,69 < 1014,73 86TM

st 2<1>22 + <1>18TM

dr 501 0 1014,73 130,9 989,93 < 1014,73 - 24,8 dr 2<1>22 + <1>18

st 501 0 763,41 98,48 710,86 < 763,41 52,6TM

st 3<1>18TM

dr 50 0 763,41 98,48 658,14 < 763,41 - 105 dr 3<1>18

st 50 0 816,82 105,37 800,78 < 816,82 16G4 TC

st 2<1>18 + 2<1>14G4 TC

dr 50 0 816,82 105,37 800,78 < 816,82 - 16 dr 2<1>18 + 2<1>14---- 0 763,41 98,48 658,14 < 763,41 - 105 st 3<1>18\ st 50 TMTM

dr sn 0 763,41 98,48 710,86 < 763,41 - 52,6 dr 3<1>18

st sn 0 515,22 66,46 390,7 < 515,22 125TM st 2<1>16 + <1>12

TMdr 5r 0 515,22 66,46 393,18 < 515,22 - 122 dr 2<1>16 + <1>12

st sr 0 603,18 77,81 513,11 < 603,18 - 90,1G5 TC

st 3<1>16G5 TC

dr Sf 0 603,18 77,81 513,11 < 603,18 - 90,1 dr 3<1>16

st Sf 0 515,22 66,46 393,18 < 515,22 - 122 st 2<1>16 + <1>12TM TM

dr 51 0 515,22 66,46 390,7 < 515,22 - 125 dr 2<1>16 + <1>12

pmin= 0.104 %

<1>8 10Smin Sef

(x)zona~pef qechiv

ane ane potential100.53 157.07 mm em % plast.{m) KN KN

0 1 157 157.2 12.5 0.42 la eapete 22.36 -26747.620 1 157 157.2 12.5 0.42 la eapete 22.36 -26747.620 1 157 147.2 12.5 0.39 la eapete 22.36 -29783.220 1 157 147.2 12.5 0.39 la eapete 22.36 -29783.220 1 157 157.2 12.5 0.42 la eapete 22.36 -26747.620 1 157 157.2 12.5 0.42 la eapete 22.36 -26747.62

1 100.53 0 112.8 10 0.71 la eapete 22.24 -21928.21 100.53 0 112.8 10 0.71 la eapete 22.24 -21928.21 100.53 0 105.2 10 0.69 la eapete 22.24 -24776.71 100.53 0 105.2 10 0.69 la eapete 22.24 -24776.71 100.53 0 112.8 10 0.71 la eapete 22.24 -21928.21 100.53 0 112.8 10 0.71 la eapete 22.24 -21928.21 100.53 0 130.3 12.5 0.62 la eapete 22.17 -16609.191 100.53 0 130.3 12.5 0.62 la eapete 22.17 -16609.191 100.53 0 125 12.5 0.6 la eapete 22.17 -18046.69.1 100.53 0 125 12.5 0.6 la capete 22.17 -18046.691 100.53 0 130.3 12.5 0.62 la eapete 22.17 -16609.191 100.53 0 130.3 12.5 0.62 la eapete 22.17 -16609.191 100.53 0 147.3 12.5 0.66 la eapete 22.71 -12420.381 100.53 0 147.3 12.5 0.66 la eapete 22.71 -12420.381 100.53 0 144.3 12.5 0.65 la eapete 22.71 -13046.27

I 1 100.53 0 144.3 12.5 0.65 la eapete 22.71 -13046.271 100.53 0 147.3 12.5 0.66 la eapete 22.71 -12420.381 100.53 0 147.3 12.5 0.66 la eapete 22.71 -12420.381 100.53 0 177.7 12.5 0.74 la eapete 20.13 -8517.391 100.53 0 177.7 12.5 0.74 la eapete 20.13 -8517.391 100.53 0 170.8 12.5 0.72 la eapete 20.13 -9431.291 100.53 0 170.8 12.5 0.72 la eapete 20.13 -9431.291 100.53 0 177.7 12.5 0.74 la eapete 20.13 -8517.391 100.53 0 177.7 12.5 0.74 la eapete 20.13 -8517.39

)NA POTENTIAL PLASTICApmin= 0.1037 %

<1>8 10Smin Sef

ane ane pef

100.5 157.07 mm em %a 1 157.07 -477.4 30 0.175a 1 157.07 . -477.4 30 0.175a 1 157.07 -446.8 30 0.175a 1 157.07 -446.8 30 0.175a 1 157.07 -477.4 30 0.175a 1 157.07 -477.4 30 0.175

100.5 a -342.5 30 0.112100.5 a -342.5 30 0.112100.5 a -319.4 30 0.112100.5 a -319.4 30 0.112100.5 a -342.5 30 0.112100.5 a -342.5 30 0.112100.5 a -395.7 30 0.112100.5 a -395.7 30 0.112100.5 a -379.6 30 0.112100.5 a -379.6 30 0.112100.5 a -395.7 30 0.112100.5 a -395.7 30 0.112100.5 a -447.1 30 0.112100.5 a -447.1 30 0.112100.5 a -438.2 30 0.112100.5 a -438.2 30 0.112100.5 a -447.1 30 0.112100.5 a -447.1 30 0.112100.5 a -539.4 30 0.112100.5 a -539.4 30 0.112100.5 0 -518.5 30 0.112100.5 0 -518.5 30 0.112100.5 a -539.4 30 0.112100.5 a -539.4 30 0.112

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BETON III Partea scrisa.pdf

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