nazwa |
wart. char. [kN/m²] |
γ |
wart. obl. [kN/m²] |
|
wart. char. [kN/m] |
γ |
wart. obl. [kN/m] |
na rygiel ramy |
1. lastryko 2cm |
|
|
|
|
|
|
|
|
0,02*22 |
0.440 |
1.300 |
0.572 |
|
2.134 |
1.300 |
2.774 |
|
2.warstwa wyrównawcza 2cm |
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|
|
|
|
|
|
|
0,02*21 |
0.420 |
1.300 |
0.546 |
|
2.037 |
1.300 |
2.648 |
|
3.Płyta żelbetowa 12cm |
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|
|
|
|
|
|
|
0,12*25 |
|
1.100 |
0.000 |
|
0 |
1.100 |
0.000 |
|
4.tynk cem-wap 1,5cm |
|
|
|
|
|
|
|
|
0,015*19 |
0.285 |
1.300 |
0.371 |
|
1.38225 |
1.300 |
1.797 |
|
suma g |
1.145 |
1.300 |
1.489 |
|
5.55325 |
1.300 |
7.219 |
|
obciążenie użytkowe |
|
|
|
|
|
|
|
|
9 |
9.000 |
1.200 |
10.800 |
|
43.65 |
1.200 |
52.380 |
|
suma g+p |
10.145 |
|
12.289 |
|
49.203 |
|
59.599 |
|
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|
obciążenie na m^2 wszystko bez ciężaru własnego płyty |
|
|
|
|
|
|
|
|
12.289 |
|
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|
obciąż na 1 mb żebra |
|
|
|
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|
|
|
28.01778 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
145.07 |
|
|
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|
max obciąż na 1mb belki prostopadłej do rygla |
|
|
|
|
|
|
|
|
59.599225 |
|
|
|
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|
|
użytk |
|
|
|
|
|
|
|
|
43.65 |
|
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|
|
stałe |
|
|
|
|
|
|
|
|
7.219225 |
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|
obciążenia na rygiel dachowy |
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|
nazwa |
wart. char. [kN/m] |
γ |
wart. obl. [kN/m] |
|
|
|
|
|
1.płyta ergon |
|
|
|
|
|
|
|
|
|
13.0465 |
1.1 |
14.35115 |
|
|
|
|
|
2. Wylewka 5cm |
|
|
|
|
|
|
|
|
|
5.82 |
1.3 |
7.566 |
|
|
|
|
|
3.wełna mineralna płyta twarda 2kN/m^3 |
|
|
|
|
|
|
|
|
|
1.94 |
1.2 |
2.328 |
|
|
|
|
|
4. Papa na lepiku x3 |
|
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|
|
|
|
|
|
0.7275 |
1.2 |
0.873 |
|
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|
suma |
21.534 |
1.17 |
25.11815 |
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