Dane projektowe: |
|
|
|
Parametry geotechniczne ustalono meodą B. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
M [kNm] |
400,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
N [kN] |
900,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Zestawienie cech fizycznych i mechanicznych gruntów: |
|
|
|
|
|
Lp |
Rzędna warstwy |
Miąższość |
Warunki wodne |
Analiza makroskopowa: |
Cechy fizyczne gruntów: |
Cechy mechaniczne gruntów: |
Współczynniki nośności: |
|
|
|
|
|
Oznaczenie |
Wilgotność |
Stan gruntu |
ρs |
ρ |
wn |
ρd |
ρ' |
ρ" |
ID/IL |
Mo(n) |
β |
M(n) |
Cu(n) |
Φu(n) |
Φu(r) |
NC |
ND |
NB |
|
|
|
|
|
- |
m |
M |
- |
- |
- |
- |
t/m3 |
t/m3 |
% |
t/m3 |
t/m3 |
t/m3 |
1/1 |
MPa |
- |
MPa |
kPa |
° |
° |
- |
- |
- |
Interpolacja: |
|
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
Φ |
ND |
NC |
NB |
|
1 |
0,00 |
2,0000 |
|
Pg (C) |
wilgotny |
twardoplastyczny |
2,65 |
2,15 |
13 |
1,903 |
- |
- |
IL=0.20 |
30 |
0,60 |
50,000 |
17 |
15,0 |
13,50 |
10,090 |
3,425 |
0,435 |
13,00 |
3,260 |
9,810 |
0,390 |
|
|
13,50 |
x |
x |
x |
|
2,00 |
14,00 |
3,590 |
10,370 |
0,480 |
|
2 |
|
3,0000 |
|
Ps |
wilgotny |
średnio zagęszczony |
2,65 |
1,85 |
14 |
1,623 |
- |
- |
ID=0.42 |
84 |
0,90 |
93,333 |
- |
32,5 |
29,25 |
28,430 |
16,930 |
6,698 |
x= |
3,425 |
10,090 |
0,435 |
|
3,00 |
Ń▼ |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5,00 |
|| |
mokry |
2,65 |
2,00 |
22 |
1,639 |
1,021 |
ID=0.42 |
84 |
0,90 |
93,333 |
- |
32,5 |
29,25 |
28,430 |
16,930 |
6,698 |
|
|
|
|
|
3 |
7,50 |
2,5000 |
|
Gp (A) |
mało wilgotny |
twardoplastyczny |
2,67 |
2,20 |
12 |
1,964 |
- |
- |
IL=0.10 |
60 |
0,90 |
66,667 |
44 |
23,1 |
20,79 |
15,604 |
6,926 |
1,691 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
12,00 |
4,5000 |
|
Gπzw (A) |
mało wilgotny |
twardoplastyczny |
2,71 |
2,00 |
22 |
1,639 |
- |
- |
IL=0.05 |
70 |
0,90 |
77,778 |
46 |
24,0 |
21,60 |
16,452 |
7,520 |
1,942 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
str. 7,8 |
str. 7,8 |
str. 7,8 |
|
|
|
|
str. 11 PN |
str. 10 PN |
M=Mo/b |
str. 9 PN |
str. 9 PN |
|
str. 17 PN |
str. 17 PN |
str. 17 PN |
|
|
|
|
1. Wstępne przyjęcie danych: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B [m] |
3,0000 |
|
|
|
|
|
|
|
|
ρd=(ρ*100)/(100+w) |
ρ'=(1-n)(ρS-ρW) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L [m] |
2,0000 |
|
|
|
|
|
|
|
|
|
|
ρW |
1,00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
D=Dmin [m] |
2,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2. Obliczenia wstępne: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρg+f [t/m3] |
2,200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g [m/s2] |
9,810 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ng+f [kN] |
258,984 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrg+f [kN] |
310,781 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nk [kN] |
900,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrk [kN] |
1080,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr [kN] |
1390,781 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
M [kNm] |
400,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mr [kNm] |
480,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3. Naprężenia pod fundamentem: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σr [kPa] (N) |
231,797 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σr [kPa] (M) |
160,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σmax [kPa] |
391,797 |
≤ |
600,0000 |
[kPa] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σmin [kPa] |
71,797 |
≤ |
600,0000 |
[kPa] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σmax/σmin |
5,457 |
≥ |
1,30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4. Projektowanie stopy kwadratowej: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B [m] |
1,5000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L [m] |
1,5000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
D=Dmin [m] |
2,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρg+f [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g [m/s2] |
9,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ng+f [kN] |
97,119 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrg+f [kN] |
116,543 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nk [kN] |
900,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrk [kN] |
1080,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr [kN] |
1196,543 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
M [kNm] |
400,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mr [kNm] |
480,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σr [kPa] (N) |
531,797 |
≤ |
600,0000 |
[kPa] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,401 |
eL [m] |
0,00 |
=> |
Przesuwam ścianę fundamentową o eB w lewo i niweluję całkowicie moment. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4. Ustalenie jednostkowego odporu obliczeniowego podłoża z uwzględnieniem nośności poszczególnych warstw: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a) odpór jednostkowy gruntu na poziomie posadowienia- warstwa PS: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' [m] |
1,5000 |
|
iB |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L' [m] |
1,5000 |
|
iC |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,0000 |
|
iD |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL [m] |
0,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B'/L' |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρDr [t/m3] |
1,9800 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [t/m3] |
1,5736 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρBr [t/m3] |
1,4162 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC |
28,4300 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND |
16,9300 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB |
6,6980 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
0,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(r) [kPa] |
0,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB [kN] |
3935,0533 |
=> |
m*QfNB [kN] |
3187,3932 |
=> |
Nr≤m*QfNB [kN] |
1,0000 |
Nr/m*QfNB [%] |
37,5399 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
0,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr [kN] |
1196,5428 |
|
|
|
|
Nośność warstwy Pg została wykorzystana w: |
37,5399 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
b) odpór jednostkowy- warstwa GP: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h [m] |
3,0000 |
> |
B [m] |
=> |
b [m] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' [m] |
2,5000 |
|
iB |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L' [m] |
2,5000 |
|
iC |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,0000 |
|
iD |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL [m] |
0,0000 |
|
D=Dmin [m] |
5,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B'/L' |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρh [t/m3] |
1,2971 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [t/m3] |
1,6383 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρDr [t/m3] |
1,4745 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρBr [t/m3] |
1,9800 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC |
15,6040 |
|
Naprężenia pod fundamentem zastępczym: |
237,2570 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND |
6,9260 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB |
1,6910 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
44,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(r) [kPa] |
39,6000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB [kN] |
13232,1248 |
=> |
m*QfNB [kN] |
10718,0211 |
=> |
Nr≤m*QfNB [kN] |
1,0000 |
Nr/m*QfNB [%] |
13,8352 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
0,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr' [kN] |
1482,8561 |
|
|
|
|
Nośność warstwy Pg została wykorzystana w: |
13,8352 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
c) odpór jednostkowy- warstwa Gπ: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h [m] |
2,5000 |
> |
B' [m] |
=> |
b [m] |
0,8333 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' [m] |
3,3333 |
|
iB |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L' [m] |
3,3333 |
|
iC |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,0000 |
|
iD |
5,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL [m] |
0,0000 |
|
D=Dmin [m] |
7,5000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B'/L' |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρh [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [t/m3] |
1,8255 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρDr [t/m3] |
1,6430 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [t/m3] |
2,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρBr [t/m3] |
1,8000 |
|
|
Naprężenia pod fundamentem zastępczym: |
198,2030 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC |
16,4520 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND |
7,5200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB |
1,9420 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
46,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(r) [kPa] |
41,4000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB [kN] |
137045,1616 |
=> |
m*QfNB [kN] |
111006,5809 |
=> |
Nr≤m*QfNB [kN] |
1,0000 |
Nr/m*QfNB [%] |
1,9839 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
0,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr' [kN] |
2202,2561 |
|
|
|
|
Nośność warstwy Pg została wykorzystana w: |
1,9839 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1m: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1. Wstępne przyjęcie danych: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B [m] |
3,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L [m] |
2,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
D=Dmin [m] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2. Obliczenia wstępne: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρg+f [t/m3] |
2,200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g [m/s2] |
9,810 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ng+f [kN] |
129,492 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrg+f [kN] |
155,390 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nk [kN] |
900,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrk [kN] |
1080,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr [kN] |
1235,390 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mk [kNm] |
400,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mr [kNm] |
480,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3. Naprężenia pod fundamentem: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σr [kPa] (N) |
205,898 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σr [kPa] (M) |
160,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σmax [kPa] |
365,898 |
≤ |
600,0000 |
[kPa] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σmin [kPa] |
45,898 |
≤ |
600,0000 |
[kPa] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σmax/σmin |
7,972 |
≥ |
1,30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4. Projektowanie stopy kwadratowej: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B [m] |
2,1000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L [m] |
2,1000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
D=Dmin [m] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρg+f [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g [m/s2] |
9,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ng+f [kN] |
95,177 |
|
95,1766 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrg+f [kN] |
114,212 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nk [kN] |
900,000 |
|
900,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nrk [kN] |
1080,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr [kN] |
1194,212 |
|
995,1766 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
M [kNm] |
400,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mr [kNm] |
480,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
σr [kPa] (N) |
270,796 |
|
225,6636 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,402 |
eL [m] |
0,00 |
=> |
Przesuwam ścianę fundamentową o eB w lewo i niweluję całkowicie moment. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4. Ustalenie jednostkowego odporu obliczeniowego podłoża z uwzględnieniem nośności poszczególnych warstw: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a) odpór jednostkowy gruntu na poziomie posadowienia- warstwa Pg: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' [m] |
2,1000 |
|
iB |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L' [m] |
2,1000 |
|
iC |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,0000 |
|
iD |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL [m] |
0,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B'/L' |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρDr [t/m3] |
1,9800 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [t/m3] |
1,9534 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρBr [t/m3] |
1,7580 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC |
10,0900 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND |
3,4250 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB |
0,4350 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
17,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(r) [kPa] |
15,3000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB [kN] |
1670,6061 |
=> |
m*QfNB [kN] |
1353,1910 |
=> |
Nr≤m*QfNB [kN] |
1,0000 |
Nr/m*QfNB [%] |
88,2515 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
0,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr [kN] |
1194,2119 |
|
|
|
|
Nośność warstwy Pg została wykorzystana w: |
88,2515 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
b) odpór jednostkowy- warstwa PS: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h [m] |
1,0000 |
< |
B [m] |
=> |
b [m] |
0,3333 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' [m] |
2,4333 |
|
iB |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L' [m] |
2,4333 |
|
iC |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,0000 |
|
iD |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL [m] |
0,0000 |
|
D=Dmin [m] |
2,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B'/L' |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρh [t/m3] |
2,1500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [t/m3] |
2,1500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρDr [t/m3] |
1,9350 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [t/m3] |
1,8500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρBr [t/m3] |
1,6650 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC |
28,4300 |
|
Naprężenia pod fundamentem zastępczym: |
226,9969 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND |
16,9300 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB |
6,6980 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
0,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(r) [kPa] |
0,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB [kN] |
10696,5820 |
=> |
m*QfNB [kN] |
8664,2315 |
=> |
Nr≤m*QfNB [kN] |
1,0000 |
Nr/m*QfNB [%] |
15,5129 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
0,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr' [kN] |
1344,0741 |
|
|
|
|
Nośność warstwy Pg została wykorzystana w: |
15,5129 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
c) odpór jednostkowy- warstwa Gp: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h [m] |
3,0000 |
> |
B' [m] |
=> |
b [m] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' [m] |
3,4333 |
|
iB |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L' [m] |
3,4333 |
|
iC |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eB [m] |
0,0000 |
|
iD |
2,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL [m] |
0,0000 |
|
D=Dmin [m] |
5,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B'/L' |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρh [t/m3] |
1,2971 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [t/m3] |
1,6383 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρDr [t/m3] |
1,4745 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [t/m3] |
2,2000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρBr [t/m3] |
1,9800 |
|
|
Naprężenia pod fundamentem zastępczym: |
159,8328 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC |
15,6040 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND |
6,9260 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB |
1,6910 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
44,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(r) [kPa] |
39,6000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB [kN] |
39988,7675 |
=> |
m*QfNB [kN] |
32390,9017 |
=> |
Nr≤m*QfNB [kN] |
1,0000 |
Nr/m*QfNB [%] |
5,8167 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
0,8100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr' [kN] |
1884,0736 |
|
|
|
|
Nośność warstwy Pg została wykorzystana w: |
5,8167 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
204,5721 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Głębokość p.p.t. |
Wykresy naprężeń w gruncie |
z |
z/B |
L/B |
ηS |
σzρ |
σzs |
σzd |
σzt |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
|
m |
- |
- |
- |
kPa |
kPa |
kPa |
kPa |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,000 |
0,000 |
0,000 |
1,000 |
1,000 |
21,092 |
21,092 |
204,572 |
225,664 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,000 |
1,000 |
0,476 |
1,000 |
0,530 |
42,183 |
11,178 |
108,423 |
150,606 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,000 |
2,000 |
0,952 |
1,000 |
0,300 |
60,332 |
6,327 |
61,372 |
121,703 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5,000 |
4,000 |
1,905 |
1,000 |
0,100 |
80,358 |
2,109 |
20,457 |
100,815 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7,500 |
6,500 |
3,095 |
1,000 |
0,040 |
134,313 |
0,844 |
8,183 |
142,496 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12,000 |
11,000 |
5,238 |
1,000 |
0,000 |
222,603 |
0,000 |
0,000 |
222,603 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
hi≤0,5*B [m] |
1,0500 |
|
λ |
1,0000 |
|
Zmax[m] |
3,8500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Głębokość p.p.t. |
Rodzaj gruntu i rozkład naprężeń dodatkowych i wtórnych |
z |
zi |
zi/B |
ηS |
σzdi |
hi |
σzsi |
Moi(n) |
Mi(n) |
si' |
si" |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
|
m |
m |
- |
- |
kPa |
m |
kPa |
MPa |
MPa |
10-3 m |
10-3 m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,000 |
|
0,000 |
0,500 |
0,238 |
0,740 |
151,383 |
1,000 |
15,608 |
30,000 |
50,000 |
5,046113 |
0,312154 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,000 |
|
1,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,500 |
0,714 |
0,400 |
81,829 |
1,000 |
8,437 |
30,000 |
50,000 |
2,727628 |
0,168732 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,500 |
1,190 |
0,210 |
42,960 |
1,0000 |
4,429 |
84,000 |
93,333 |
0,511430 |
0,047456 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,000 |
|
2,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4,850 |
|
3,850 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,350 |
1,595 |
0,160 |
32,732 |
0,850 |
3,375 |
84,000 |
93,333 |
0,331212 |
0,030733 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8,616383 |
0,559075 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Osiadanie pierwotne [mm]: |
8,616 |
|
|
|
|
|
|
|
|
|
9,175459 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Osiadanie wtórne [mm]: |
0,559 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Osiadanie całkowite [mm]: |
9,175 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Osiadanie rzeczywiste [mm]: |
5,289 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Naprężenia krytyczne wg Maaga: |
|
|
|
|
Naprężenia krytyczne wg Masłowa: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Φu(n) |
15,000 |
|
|
|
Φu(n) |
15,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MC |
4,8500 |
|
|
|
MB |
0,350 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MD |
2,3000 |
|
|
|
MC |
4,8500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
D=Dmin [m] |
1,0000 |
|
|
|
MD |
2,3000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cu(n) [kPa] |
17,0000 |
|
|
|
D=Dmin [m] |
1,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [kN/m3] |
21,5820 |
|
|
|
B [m] |
2,1000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
qkr[kPa] |
132,0886 |
< |
225,6636 |
|
Cu(n) [kPa] |
17,0000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρD [kN/m3] |
21,5820 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ρB [kN/m3] |
19,1625 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
qkr[kPa] |
146,1731 |
< |
225,6636 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|