obliczenie pól powierzchni dla wariantu uproszczonego |
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rzędna robocza |
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Fn nasyp |
Fw wykop |
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Tabela robót ziemnych-wariant I-uproszczony |
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przekrój |
[+] |
[-] |
[m2] |
[m2] |
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1 |
2.35 |
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34.13 |
5.30 |
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lokalizacja przekroju |
powierzchnia przekroju |
powierzchnia przekroju średnia |
odległ. między przekrojami |
objętość |
zużycie na msc. |
nadmiar obj. |
suma algebraiczna |
2 |
2.34 |
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33.95 |
5.30 |
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km + hm |
W[m2] |
N[m2] |
W[m2] |
N[m2] |
[m] |
W[m3] |
N[m3] |
[m3] |
W[m2] |
N[m2] |
W[m2] |
N[m2] |
3 |
1.70 |
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23.04 |
5.30 |
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1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
4 |
1.48 |
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19.57 |
5.30 |
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0+000,00 |
5.30 |
34.13 |
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5 |
0.81 |
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9.89 |
5.30 |
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0+240,00 |
5.30 |
33.95 |
5.30 |
34.04 |
240.00 |
1272.00 |
8169.60 |
1272.00 |
\ |
6897.60 |
\ |
6897.60 |
6 |
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0.72 |
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17.51 |
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0+500,00 |
5.30 |
23.04 |
5.30 |
28.50 |
260.00 |
1378.00 |
7408.70 |
1378.00 |
\ |
6030.70 |
\ |
12928.30 |
7 |
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1.25 |
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28.49 |
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0+775,00 |
5.30 |
19.57 |
5.30 |
21.31 |
225.00 |
1192.50 |
4793.63 |
1192.50 |
\ |
3601.13 |
\ |
16529.43 |
8 |
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1.26 |
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28.71 |
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0+960,75 |
5.30 |
9.89 |
5.30 |
14.73 |
185.75 |
984.48 |
2736.10 |
984.48 |
\ |
1751.62 |
\ |
18281.05 |
9 |
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1.85 |
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42.95 |
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1+235,06 |
6.32 |
6.32 |
5.81 |
8.11 |
274.31 |
1593.74 |
2223.28 |
1593.74 |
\ |
629.54 |
\ |
18910.59 |
10 |
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1.00 |
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23.10 |
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1+390,00 |
17.51 |
\ |
11.92 |
3.16 |
154.94 |
1846.11 |
489.61 |
489.61 |
1356.50 |
\ |
\ |
17554.09 |
11 |
0.74 |
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8.96 |
5.30 |
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1+539,77 |
28.49 |
\ |
23.00 |
\ |
149.77 |
3444.71 |
\ |
0.00 |
3444.71 |
\ |
\ |
14109.38 |
12 |
1.18 |
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15.07 |
5.30 |
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1+561,37 |
28.71 |
\ |
28.60 |
\ |
21.60 |
617.76 |
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0.00 |
617.76 |
\ |
\ |
13491.62 |
13 |
1.72 |
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23.36 |
5.30 |
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1+711,13 |
42.95 |
\ |
35.83 |
\ |
149.76 |
5365.90 |
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0.00 |
5365.90 |
\ |
\ |
8125.72 |
14 |
2.27 |
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32.70 |
5.30 |
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1+840,00 |
23.10 |
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33.03 |
\ |
128.87 |
4255.93 |
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0.00 |
4255.93 |
\ |
\ |
3869.79 |
15 |
0.82 |
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10.03 |
5.30 |
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1+901,25 |
6.45 |
6.45 |
14.78 |
3.23 |
61.25 |
904.97 |
197.84 |
197.84 |
707.13 |
\ |
\ |
3162.66 |
16 |
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0.94 |
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21.86 |
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1+925,00 |
5.30 |
8.96 |
5.88 |
7.71 |
23.75 |
139.53 |
182.99 |
139.53 |
\ |
43.46 |
\ |
3206.12 |
17 |
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0.71 |
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17.32 |
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2+000,00 |
5.30 |
15.07 |
5.30 |
12.02 |
75.00 |
397.50 |
901.13 |
397.50 |
\ |
503.63 |
\ |
3709.75 |
18 |
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0.47 |
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12.92 |
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2+095,00 |
5.30 |
23.36 |
5.30 |
19.22 |
95.00 |
503.50 |
1825.43 |
503.50 |
\ |
1321.93 |
\ |
5031.68 |
19 |
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2.05 |
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48.25 |
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2+140,00 |
5.30 |
32.70 |
5.30 |
28.03 |
45.00 |
238.50 |
1261.35 |
238.50 |
\ |
1022.85 |
\ |
6054.53 |
20 |
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5.30 |
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168.01 |
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2+195,00 |
5.30 |
10.03 |
5.30 |
21.37 |
55.00 |
291.50 |
1175.08 |
291.50 |
\ |
883.58 |
\ |
6938.11 |
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2+221,78 |
6.87 |
6.87 |
6.09 |
8.45 |
26.87 |
163.50 |
227.05 |
163.5 |
\ |
63.55 |
\ |
7001.66 |
wzory do obliczeń: |
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2+280,00 |
21.86 |
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14.37 |
3.44 |
58.13 |
835.04 |
199.97 |
199.97 |
635.07 |
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6366.59 |
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2+365,00 |
17.32 |
\ |
19.59 |
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35.00 |
685.65 |
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0.00 |
685.65 |
\ |
\ |
5680.94 |
Fn=b*h+n*h^2 |
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2+450,00 |
12.92 |
\ |
15.12 |
\ |
140.00 |
2116.80 |
\ |
0.00 |
2116.80 |
\ |
\ |
3564.14 |
Fw=b*h+m*h^2+2*Fr |
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2+515,00 |
48.25 |
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30.59 |
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85.00 |
2599.73 |
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0.00 |
2599.73 |
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\ |
964.41 |
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2+710,00 |
168.01 |
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108.13 |
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85.00 |
9191.05 |
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0.00 |
9191.05 |
\ |
8226.66 |
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gdzie: |
b=2*3,5+2*2=11,0m |
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S= |
S= |
S= |
S= |
S= |
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n=1,5 |
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40018.40 |
31791.74 |
9042.17 |
30976.23 |
22749.57 |
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b=2*(3,5+2+1,5+0,4)=14,8m |
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Fr=0,4*1,0+0,5*1,5*1,0+0,5*1*3,0=5,3m2 |
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m=3 |
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