element |
rodzaj ociażenia |
wart.charakt. |
wsp. obc |
wart.oblicz. |
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2.1 dla płyty |
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stałe |
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lastriko gr.3cm 22KN/m3 |
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0.03x22 |
0.66 |
1.3 |
0.86 |
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[KN/m2] |
płyta zelb gr 12cm 25KN/n3 |
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0.12x25 |
3.00 |
1.1 |
3.30 |
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razem obc stałe: |
gk=3.66 |
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gd=4.16 |
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zmienne |
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pk=8.00 |
1.2 |
pd=9.60 |
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W SUMIE: |
pk+gk=11.66 |
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pd+gd=13.76 |
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2.2 dla zebra |
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środkowego |
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stałe |
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z płyty |
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2.4x3.66 |
8.78 |
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2.4x4.16 |
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9.98 |
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[KN/m] |
z żebra |
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0.23x0.2x25 |
1.15 |
1.1 |
1.27 |
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razem obc stałe |
gk=9.93 |
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gd=11.29 |
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zmienne |
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8x2.4 |
pk=19.20 |
1.2 |
pd=23.04 |
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W SUMIE: |
pk+gk=29.13 |
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pd+gd=34.33 |
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2.3 dla podciągu |
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srodkowego |
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stałe |
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z żebra |
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9.93x5.4 |
53.62 |
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[KN] |
11.25x5.4 |
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60.75 |
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z podciacu |
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[2.4x0.53-(0.23x0.2)]x0.3x25 |
9.2 |
1.1 |
10.11 |
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razem obc stałe: |
Gk=62.82 |
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Gd=70.86 |
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zmienne |
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19.20x5.4 |
Pk=103.68 |
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23.04x5.4 |
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Pd=124.42 |
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W SUMIE: |
Gk+Pk=166.50 |
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Gd+Pd=195.10 |
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2.4 dla żebra |
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skrajnego |
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stałe |
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z płyty |
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1.1x3.66 |
4.03 |
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[KN/m2] |
1.1x4.16 |
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4.58 |
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z żebra |
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0.35x0.2x25 |
1.75 |
1.1 |
1.96 |
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sciana oslonowa 1.5c dziur. |
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3.05x0.19x14 |
8.11 |
1.1 |
8.92 |
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razem obc stałe: |
gk=13.90 |
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gd=15.46 |
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zmienne |
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1.1x8 |
pk=8.8 |
1.2 |
pd=10.56 |
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W SUMIE: |
gk+pk=22.70 |
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gd+pd=26.02 |
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