62<strong>MDC</strong>Inaltime extremitate fundatie amonte 100,0 cmSectiune piloti 80,0 cmLungime piloti 1120,0 cmDistanta axe extremitate talpa 60,0 cmCARACTERISTICI DE REZISTENTA PENTRU MATERIALE UTILIZATEConglomerate:Nr.1 C20/252 C25/303 C28/354 C40/50ClasaBeton25303551fck,cubi[Mpa]30550,2132089,9632936,3135913,83Ec[Mpa]20252840fck[Mpa]11,5514,4416,1720,22fcd[Mpa]1,051,211,311,52fctd[Mpa]2,252,612,813,26fctm[Mpa]Otel:N C E f f f f e e ß ß© 2013 <strong>GeoStru</strong> <strong>Software</strong>
<strong>MDC</strong> 63r.lasaotel1 B450C2 B450C*3 B450C**4 S235H5 S275H6 S355Hs[Mpa]203940203940203940214137214137214137yk[Mpa]458,87458,87458,87244,73285,52367,09yd[Mpa]399,01399,01399,01212,81248,3319,17tk[Mpa]550,64550,64467,33367,09438,47520,05td[Mpa]399,01458,87406,35212,81248,3367,09p_tk.075.075.0120,0120,0120,012pd_ult.0675.0675.010,010,010,011*ß2inizial1*ß2final1 0,51 0,51 0,51 0,51 0,51 0,5Materiale necesare realizare zidMateriale necesare realizare pilotiC20/25 B450CC20/25 B450CBeton de acoperire, Elevatie 3,0 cmBeton de acoperire, Fundatie 3,0 cmBeton de acoperire, Pinten de fundatie 3,0 cm© 2013 <strong>GeoStru</strong> <strong>Software</strong>
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IMDCMDCParte I GeoStru Software 11
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GeoStru Software 11 GeoStru Softwar
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GeoStru Software 3Procedura de acti
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6MDC- Activare cu cheie hardware:Ut
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8MDCelectronic, va fi autorizat, in
- Page 13 and 14: GeoStru Software 11TerenValoareArgi
- Page 15 and 16: GeoStru Software 13- Combinatia 1:
- Page 17 and 18: GeoStru Software 15Determinarea coe
- Page 19 and 20: GeoStru Software 17unde Q este suma
- Page 21 and 22: GeoStru Software 19ParametroGrandez
- Page 23 and 24: GeoStru Software 21123Tipi di costr
- Page 25 and 26: GeoStru Software 23Software on line
- Page 27 and 28: GeoStru Software 25In particolare,
- Page 29 and 30: GeoStru Software 27Alt + SAlt + MAl
- Page 31 and 32: MDC 29Meniu pentru initializarea pr
- Page 33 and 34: MDC 31Meniu pentru definirea datelo
- Page 35 and 36: MDC 33acestea si intreaga arhiva mo
- Page 37 and 38: MDC 35Meniu pentru definirea geomet
- Page 39 and 40: MDC 37Meniu pentru asignarea sarcin
- Page 41 and 42: MDC 392.9 StratigrafieMeniu pentru
- Page 43 and 44: MDC 41Meniu pentru asignarea optiun
- Page 45 and 46: MDC 43N°Numarul de ordine al ancor
- Page 47 and 48: MDC 45Meniu pentru asignarea optiun
- Page 49 and 50: MDC 47si, daca se armeaza pilotul c
- Page 51 and 52: MDC 49Pentru orice combinatie progr
- Page 53 and 54: MDC 51Dal menù Calc olo è possibi
- Page 55 and 56: MDC 532.17 ArmaturiMeniu pentru mod
- Page 57 and 58: MDC 552.19.1 Exemplu raport de calc
- Page 59 and 60: MDC 57S c= P cHcu punctul de aplica
- Page 61 and 62: MDC 59Analiza pilotului în conditi
- Page 63: MDC 61Tasarea suprafetei generice i
- Page 67 and 68: MDC 65nisiposFACTORI DE COMBINATIEA
- Page 69 and 70: MDC 67seismica in x6 Impingereseism
- Page 71 and 72: MDC 69Solicitari pe zidCotaFxFyMHOr
- Page 73 and 74: MDC 71Discretizare terenQi Cota ini
- Page 75 and 76: MDC 73Deplasari si rotatii la capat
- Page 77 and 78: MDC 75Xprogr. Fx Fy M H————
- Page 79 and 80: MDC 77FyMHForta in directia y (kN);
- Page 81 and 82: MDC 79Eps Inclinatia stratului (°)
- Page 83 and 84: MDC 81Tasare pilot 0,39 cmDeplasare
- Page 85 and 86: MDC 83370,0 0,39 137,63 -61,06 100,
- Page 87 and 88: MDC 85—————————
- Page 89 and 90: MDC 87NoteIn note este specificata
- Page 91 and 92: MDC 89Sarcina limita verticala—
- Page 93 and 94: MDC 91Afs Arie armatura superioara.
- Page 95 and 96: MDC 93St122HKaFiind indicata cu:Kas
- Page 97 and 98: MDC 95Zc2c1KaQsinsinunde:Q = incarc
- Page 99 and 100: MDC 97Expresia lui Kp dupa formular
- Page 101 and 102: MDC 99pentru forma dreptunghiulara;
- Page 103 and 104: MDC 101in doua cote, rezistenta la
- Page 105 and 106: MDC 103indicand cu:j = Incrementul
- Page 107 and 108: MDC 105Crespellani et al.(1998)IA e