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1 Fundaie izolat: Fundaie1 Numr: 1

1.1 Date de baz

1.1.1 Presupuneri

Calcule geotehnice n conformitate cu : EN 1997-1:2008

Calculul betonului n conformitate cu : SR EN 1992-1-1:2004 N 2008!"91:2009

Selec#ie form$ : fun%a#ie &$trat$

1.1.2 Geometrie:

" ' 1()0 *m+ a ' 0()0 *m+ ' 1()0 *m+ b ' 0()0 *m+h1 ' 0(4, *m+ e ' 0(00 *m+h2 ' 0(40 *m+ e. ' -0(4, *m+h4 ' 0(0, *m+

a/ ' 0(0 *cm+b/ ' 0(0 *cm+cnom1 ' )(0 *cm+cnom2 ' )(0 *cm+eia#ii aco&erire: C%e ' 1(0*cm+( C%ur ' 0(0*cm+

1.1.3 Materiale

eton : c03 Rei5ten#$ caracteri5tic$ ' 194(00%aN!cm2

6reutate unitar$ ' 2,01() *6!m+

i5tribu#ie rectangular$ a ten5iunilor 17*+ "rmare longitu%inal$ : ;i& Rei5ten#$ caracteri5tic$ '

,0(00 %aN!cm2 Cla5$ %uctilitate: Ramura nclinat$ a %iagramei ten5iune-

%eforma#ie "rmare tran5er5al$ : ;i& Rei5ten#$ caracteri5tic$ '

,0(00 %aN!cm2 "rmare 5u&limentar$: : ;i& Rei5ten#$ caracteri5tic$ '


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,000(00 %aN!cm2

1.1.4 nrri:

nrri !undaie:Ca Natur$ 6ru& N m+C?= S@ %imen5ionare*Structural+ ---- 8,,9(4 -1,40(04 -,)0(24 7,7(80 -281(40C?= SA %imen5ionare*Structural+ ---- 8848(7, -22)() -1892(74 -2292(22 -22(98C?= SB %imen5ionare*Structural+ ---- 9)80()1 -279(,2 -7)8(7 4,8(41 -400(886ru& fun%amentala SD1 %imen5ionare*Structural+ ---- 11)))(77 -2)(2 -8,7(081224(74 -4)7(,,C?=17 DCRD SES= %imen5ionare*Structural+ ---- 7800(0 -210(42 -,44()4778(1 -01(4C?=18 SES= %imen5ionare*Structural+ ---- 948(1 -1,),(,, -101(89-2,9( -17()9C?=19 SES= %imen5ionare*Structural+ ---- 8808(90 -1,,,(99 -22(01,82(99 -04(7)C?=20 SES= %imen5ionare*Structural+ ---- 7)80(,, -1,14(, -88(,81774(9 -24,(10C?=21 SES= %imen5ionare*Structural+ ---- 9)40(72 -)4,(98 -19)4(),-294(4 -124)(81C?=22 SES= %imen5ionare*Structural+ ---- 7,4(28 -)14(10 71(,,

74)(72 -120(71C?=2 SES= %imen5ionare*Structural+ ---- )414(9 -,72()4 8))(0098()) -1144(04C?=24 SES= %imen5ionare*Structural+ ---- 8,12(7 -)04(,2 -180(20-2202(40 -1187(14C?=2, SES= %imen5ionare*Structural+ ---- 8,12(7 -)04(,2 -180(20-2202(40 -1187(14C?=2) SES= %imen5ionare*Structural+ ---- 1022(02 -)8(19 -1177(8-4)8(90 -101(C?=27 SES= %imen5ionare*Structural+ ---- 9,9(79 -)7()2 -)8(9717(42 -1288(40C?=28 SES= %imen5ionare*Structural+ ---- ,82() -,,(4 79(19201(22 -1089(,1C?=29 SES= %imen5ionare*Structural+ ---- )4)1(8) -,44(99 -729()7170(90 -1102(44Stare l imita incarcari normale SEN %imen5ionare*Structural+ ---- 81,,(2) -22()0 -,82(7182()9 -20(8

"uprasarini:Ca Natur$ F1

*%aN!m2+

1.1.# $ist ombinaii

1! SD : 6ru& fun%amentala SD1 N'11)))(77 ='1224(74 =.'-4)7(,,


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,82(7121!> S" : C?= S@ N'8,,9(4 ='7,7(80 =.'-281(40 S" : C?= SA N'8848(7, ='-2292(22 =.'-22(98 S" : C?= SB N'9)80()1 ='4,8(41 =.'-400(88 S" : C?=17 DCRD SES= N'7800(0 ='778(1 =.'-01(4 S" : C?=18 SES= N'948(1 ='-2,9( =.'-17()9 S" : C?=19 SES= N'8808(90 ='1,82(99 =.'-04(7) S" : C?=20 SES= N'7)80(,, ='1774(9 =.'-24,(10 S" : C?=21 SES= N'9)40(72 ='-294(4 =.'-124)(81 S" : C?=22 SES= N'7,4(28 ='74)(72 =.'-120(71 S" : C?=2 SES= N')414(9 ='98()) =.'-1144(04 S" : C?=24 SES= N'8,12(7 ='-2202(40 =.'-1187(14 S" : C?=2, SES= N'8,12(7 ='-2202(40 =.'-1187(14 S" : C?=2) SES= N'1022(02 ='-4)8(90 =.'-101( S" : C?=27 SES= N'9,9(79 ='17(42 =.'-1288(40 S" : C?=28 SES= N',82() ='201(22 =.'-1089(,1 S" : C?=29 SES= N')4)1(8) ='170(90 =.'-1102(44


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Niel 5ol: 000 *m+6ro5ime: 140 *m+6reutate unitar$: 190000 *6!m+6reutate unitar$ &entru 5oli%e: 27,2 *6!m+Dnghi %e fric#iune intern$: 2,0 *eg+Coeiune: 000 *%aN!cm2+

2. (r%ila Pra!oasa )artoasaNiel 5ol: -140 *m+6ro5ime: 110 *m+6reutate unitar$: 20000 *6!m+6reutate unitar$ &entru 5oli%e: 27,2 *6!m+Dnghi %e fric#iune intern$: 1)0 *eg+Coeiune: 042 *%aN!cm2+

3. (r%ila Nisipoasa )artoasaNiel 5ol: -2,0 *m+6ro5ime: 470 *m+6reutate unitar$: 194000 *6!m+6reutate unitar$ &entru 5oli%e: 27,2 *6!m+Dnghi %e fric#iune intern$: 180 *eg+Coeiune: 08 *%aN!cm2+

4. (r%ila Nisipoasa )artoasaNiel 5ol: -720 *m+6ro5ime: 100 *m+6reutate unitar$: 194000 *6!m+6reutate unitar$ &entru 5oli%e: 27,2 *6!m+Dnghi %e fric#iune intern$: 180 *eg+Coeiune: 08 *%aN!cm2+

1.2.3 "tri limit

*alule tensiuni

;i& 5ol 5ub fun%a#ie: f$r$ 5traturiCombina#ie %e calcul "$' : Grup !undamentala "$'1 N+11,,,-

M/+1224-4 M0+4,-## F/+32,-23 F0+#- 6reutate fun%a#ie

1.3#> 6reutate 5ol1.>


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Iu ' 180 *%aN!cm2+

&le> ' 0(9) *%aN!cm2+e' min - % ' 0(9, *m+&' 1(49I/0' 0(11 *%aN!cm2+

Iu ' & > *&le>+ H I/0 ' 1(,4 *%aN!cm2+

;en5iuni n 5ol: Iref ' 1, *%aN!cm2+ 6reutate 5ol1.3#> 6reutate 5ol1.>


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6reutate a fun%a#iei Gi a 5olului %e %ea5u&ra ei: 6r ' ,228()8 *%aN+;en5iune me%ie cauat$ %e nc$rcarea %e calcul: I ' 0(70 *%aN!cm2+6ro5ime a 5olului care 5e ta5ea$ acti: ' 2( *m+;en5iuni la nielul :

- "%i#ional: % ' 0(10 *%aN!cm2+- Cauate %e greutatea 5olului: ' 0() *%aN!cm2+

;a5are:- ?riginal 5/ ' 0(1 *cm+- Secun%ar 5// ' 0(0 *cm+- ;?;" S ' 0(1 *cm+ Sa%m ' ,(0 *cm+

m+ =. ' -744(84 *%aN>m+=oment 5tabilitate: =5tab ' )94(2) *%aN>m+=oment rota#ie: =ren ' 19,(2, *%aN>m+Stabilitate la rota#ie: 274 M 1

u&$ aa ?ACombina#ie %e calcul: "$' : Grup !undamentala "$'1 N+11,,,-

M/+1224-4 M0+4,-## F/+32,-23 F0+#- 6reutate fun%a#ie

1.> 6reutate 5ol1.3#>


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1.3.1 Presupuneri

E&unere : @0

Cla5$ 5tructur$ : S4

1.3.2 (naliz la strpun%ere 9i !or!eare

"trpun%ere

Combina#ie %e calcul "$' : Grup !undamentala "$'1 N+11,,,-M/+1224-4 M0+4,-## F/+32,-23 F0+#-

6reutate fun%a#ie1.3#> 6reutate 5ol1.> m+ "/5. ' )(9 *cm2!m+

"5 min ' )(9 *cm2!m+

5alp stlp:"rmare longitu%inal$ " ' 7(20 *cm2+ " min ' 7(20 *cm2+

" ' 2 > *"5 H "5.+"5 ' 1(7 *cm2+ "5. ' 2(2 *cm2+


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1.3.4 (rmtur real

Fundaie izolat:

;n!erior:u&$ aa @:10 12 l ' 1()8 *m+ e ' 1>-0()7 H 9>0(1,

u&$ aa A:10 12 l ' 1()8 *m+ e ' 1>-0()7 H 9>0(1,

"uperior:u&$ aa @:

10 12 l ' 1()8 *m+ e ' 1>-0()7 H 9>0(1,u&$ aa A:

10 12 l ' 1()8 *m+ e ' 1>-0()7 H 9>0(1,

Pilon(rmare lon%itudinalu&$ aa @:

2 14 l ' 2(18 *m+ e ' 1>-0(21 H 1>0(41u&$ aa A:

2 14 l ' 2(24 *m+ e ' 1>-0()) H 1>0(41

(rmare trans0(12 H 2>0(20 H 2>0(11

Musti de anorare(rmare lon%itudinal

8 14 l ' 1(4) *m+ e ' 1>-0(09 H 2>0(09

2 *antiti de materiale:

Qolum beton ' 1(0 *m+ CofraT ' (84 *m2+

?#el

6reutate total$ ' 88(48 *6+

en5itate ' )8(27 *6!m+

iametru me%iu ' 12(0 *mm+

Cantit$#i %u&$ %iametre:

iametru ungime Num$r:*m+

8 2(0, ,12 1()8 4014 1(4) 814 2(18 214 2(24 2


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