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