Post on 31-Dec-2015
description
INTERACTIUNE TEREN-STRUCTURA IORGULESCU P. FLORIN ADRIAN
PCCIZS, MII, gr 2. N=8
PILOTI SUPUSI LA INCARCARI TRANSVERSALE:
Cazul GF:
Ned = kN
MRd= kNm - conform XTRACT
Cazul SXP:
Ned = kN
MRd= kNm - conform XTRACT
Cazul SXN:
Ned = kN
MRd= kNm - conform XTRACT
Cazul SYP:
Ned = kN
MRd= kNm - conform XTRACT
Cazul SYN:
Ned = kN
MRd= kNm - conform XTRACT
3625
2757
3718
2793
3638
2761
4208
2969
2757
3630
INTERACTIUNE TEREN-STRUCTURA IORGULESCU P. FLORIN ADRIAN
PCCIZS, MII, gr 2. N=8
GF:
Rtr,k= kN in cazul pilotului considerat incastrat in radier --> Rtr,d = 990 kN
Mcap= (XTRACT)
Nisipuri, nisipuri cu pietris cu ID > 0.66 si pamanturi coezive cu IC = 0.76 - 1.00
l0= 2 d = 3 m
Efort transversal efectiv:
0 kN --> Ftr,d ≤ Rtr,d OK
SXP:
Rtr,k= kN in cazul pilotului considerat incastrat in radier --> Rtr,d = 931 kN
Mcap= (XTRACT)
Nisipuri, nisipuri cu pietris cu ID > 0.66 si pamanturi coezive cu IC = 0.76 - 1.00
l0= 2 d = 3 m
Efort transversal efectiv:
160 kN --> Ftr,d ≤ Rtr,d OK
SXN:
Rtr,k= kN in cazul pilotului considerat incastrat in radier --> Rtr,d = 920 kN
Mcap= (XTRACT)
Nisipuri, nisipuri cu pietris cu ID > 0.66 si pamanturi coezive cu IC = 0.76 - 1.00
l0= 2 d = 3 m
Piloti
Piloti
Ftr,d=
Ftr,d=
1979.33
Piloti
2969
1862.00
2793
1840.67
2761
INTERACTIUNE TEREN-STRUCTURA IORGULESCU P. FLORIN ADRIAN
PCCIZS, MII, gr 2. N=8
Efort transversal efectiv:
160 kN --> Ftr,d ≤ Rtr,d OK
SYP:
Rtr,k= kN in cazul pilotului considerat incastrat in radier --> Rtr,d = 919 kN
Mcap= (XTRACT)
Nisipuri, nisipuri cu pietris cu ID > 0.66 si pamanturi coezive cu IC = 0.76 - 1.00
l0= 2 d = 3 m
Efort transversal efectiv:
314 kN --> Ftr,d ≤ Rtr,d OK
SYN:
Rtr,k= kN in cazul pilotului considerat incastrat in radier --> Rtr,d = 919 kN
Mcap= (XTRACT)
Nisipuri, nisipuri cu pietris cu ID > 0.66 si pamanturi coezive cu IC = 0.76 - 1.00
l0= 2 d = 3 m
Efort transversal efectiv:
314 kN --> Ftr,d ≤ Rtr,d OK
Ftr,d=
Ftr,d=
Ftr,d=
2757
Piloti
1838.00
2757
Piloti
1838.00