- Page 1 and 2: IMDCMDCParte I GeoStru Software 11
- Page 3 and 4: GeoStru Software 11 GeoStru Softwar
- Page 5: GeoStru Software 3Procedura de acti
- Page 9 and 10: GeoStru Software 7DEZACTIVAREA PROG
- Page 12 and 13: 10MDC1000000 Pa = 1000 kPa1.7.2 Dat
- Page 14 and 15: 12MDCRoca Valoare minima Valoare ma
- Page 16 and 17: 14MDCVerificareCoeficientPartial(R1
- Page 18 and 19: 16MDCClasa de importanta Constructi
- Page 20 and 21: 18MDCTab. 11.5.6-1 LRFD - Factori d
- Page 22 and 23: 20MDCTab. 6.8.I NTC2008 - Coefficie
- Page 24 and 25: 22MDCTab. 3.2.III NTC2008 - Categor
- Page 26 and 27: 24MDClimite ultimo ha carattere irr
- Page 28 and 29: 26MDCrara= w1c - molto aggressivefr
- Page 30 and 31: 28MDCZiduri de inchidere;Diagrama s
- Page 32 and 33: 30MDCcm.Pozitia in fundatieIndicati
- Page 34 and 35: 32MDCTipologiaAlegeti tipologia de
- Page 36 and 37: 34MDCsiguranta partial].ftk: Rezist
- Page 38 and 39: 36MDCdaca acestea sunt localizate i
- Page 40 and 41: 38MDC2.8 UmpluturaPrezenta material
- Page 42 and 43: 40MDCCoeziune c: Coeziunea terenulu
- Page 44 and 45: 42MDC2.11 AncorajeAncorajul este co
- Page 46 and 47: 44MDC3. Refaceti calculul si contro
- Page 48 and 49: 46MDCInadirea barelor la capeteAcol
- Page 50 and 51: 48MDCMeniu pentru gestiunea combina
- Page 52 and 53: 50MDC2.14 Calcul materialeMeniul pe
- Page 54 and 55: 52MDCAnaliza stabilitatii globaleRa
- Page 56 and 57:
54MDCModificarea unei bare de armat
- Page 58 and 59:
56MDCcare coincide cu ecuatia lui R
- Page 60 and 61:
58MDCPânza freaticã cu suprafata
- Page 62 and 63:
60MDCforfecarea pilot-teren, în fu
- Page 64 and 65:
62MDCInaltime extremitate fundatie
- Page 66 and 67:
64MDCStratigrafie——————
- Page 68 and 69:
66MDC1 Greutate zid 1,002 Impingere
- Page 70 and 71:
68MDC380,0 240,0 13,73 0,0 25,0 16,
- Page 72 and 73:
70MDCQi Qf Gamma Eps Fi Delta c ß
- Page 74 and 75:
72MDCTeren fundatie 0,0 274,86 -878
- Page 76 and 77:
74MDC————————Moment
- Page 78 and 79:
76MDCµ Unghi de directie a impinge
- Page 80 and 81:
78MDC660,0 520,0 13,73 0,0 22,97 22
- Page 82 and 83:
80MDCMoment stabilizare-1369,69 kNm
- Page 84 and 85:
82MDCMoment incovoietor ultim (Mu)
- Page 86 and 87:
84MDCactiva.Dkx, Dkydinamica.Compon
- Page 88 and 89:
86MDC1,0 0,0 18,14 0,0 21,1 0,0 0,0
- Page 90 and 91:
88MDCVerificare pilot maxim solicit
- Page 92 and 93:
90MDCFUNDATIE AVALXprogr. Abscisa p
- Page 94 and 95:
92MDCconstitui sectiunile de verifi
- Page 96 and 97:
94MDCSt2H 1 sin2 1 sinH22tg452care
- Page 98 and 99:
96MDCtgsatsatwkh1 kvin terenurile c
- Page 100 and 101:
98MDCsarcinii:cu coeziunea nedrenat
- Page 102 and 103:
100MDCComportamentul unui singur pi
- Page 104 and 105:
102MDCCoeficient pentru pilot batut
- Page 106 and 107:
104MDCcorelatii, derivata din prelu
- Page 108:
106MDCDeci sectiunea in T cu dimens