2.1) Zestawienie obciążeń dla płyty [kn/m^2] |
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Rodzaj obciążenia |
Grubość [m] |
Ciężar [kN/m^3] |
Obc. Charakterystyczne [kN/m^2] |
Współczynnik gf |
Obc. Obliczeniowe [kN/m^2] |
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Obc. Stałe |
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lastriko |
0,02 |
22 |
0,44 |
1,2 |
0,53 |
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wylewka cem. |
0,03 |
21 |
0,63 |
1,2 |
0,76 |
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płyta żelbetowa |
0,15 |
25 |
3,75 |
1,1 |
4,13 |
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tynk cem-wap. |
0,015 |
19 |
0,29 |
1,2 |
0,35 |
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suma qk= |
5,11 |
suma qo= |
5,77 |
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Obc. zmienne |
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6 |
1,2 |
7,20 |
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Qk= |
11,11 |
Qo= |
12,97 |
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2.2)Zestawienie obciążeń na żebro [kN/mb] |
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Rodzaj obciążenia |
Obc. Charakterystyczne [kN/m] |
Współczynnik gf |
Obc. Obliczeniowe [kN/m] |
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Obc.stałe |
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ciężar własny żebra 0.25m*(0.5-0.15)m*25kN/m |
2,19 |
1,1 |
2,41 |
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obciążenie z płyty 5.11[kN/m^2]*3[m] |
15,33 |
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17,31 |
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tynk 19*(0.25*0.015+2*(0.5-0.15)*0.015) |
0,27 |
1,3 |
0,35 |
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suma qk=17,79 |
suma qo= |
20,07 |
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Obc. Zmienne |
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6.0[kN/m^2]*3[m] |
18 |
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21,60 |
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Obc. Całkowite |
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Qo= |
41,67 |
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2.3)Zestawienie obciążeń na podciag [kN/mb] |
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Rodzaj obciążenia |
Obc. Charakterystyczne [kN] |
Współczynnik gf |
Obc. Charakterystyczne [kN] |
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Obc. Stałe |
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ciężar podciągu (hpod-hpły)*bpod*25*Lpłyt |
13,125 |
1,1 |
14,438 |
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obciążenie stałe z żebra qkżeb*Lżeb, (qożeb*Lżeb) |
124,53 |
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140,490 |
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tynk 19*(0,015*0,35+2*(0,65-0,15)*0,015) |
0,38 |
1,3 |
0,490 |
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qk=138,035 |
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qo=155,418 |
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Obc.zmienne |
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pkżeb*Lżeb, (pożeb*Lżeb) |
pk=126 |
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po=151,2 |
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Obc.całkowite |
Qk=264,035 |
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Qo=306,618 |
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