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] |
Współczynik 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 |
0,14 |
25 |
3,50 |
1,1 |
3,85 |
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tynk cem-wap. |
0,015 |
19 |
0,29 |
1,2 |
0,35 |
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suma qk= |
4,86 |
suma qo= |
5,49 |
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Obc. zmienne |
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6,5 |
1,2 |
7,80 |
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Qk= |
11,36 |
Qo= |
13,29 |
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2.2)Zestawienie obciążeń na żebro [kN/mb] |
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Rodzaj obciążenia |
Obc. Charakterystyczne [kN/m] |
Współczynik gf |
Obc. Obliczeniowe [kN/m] |
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Obc.stałe |
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ciężar własny żębra 0.25m*(0.35-0.14)m*25kN/m |
1,31 |
1,1 |
1,44 |
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obciążenie z płyty 4.8[kN/m^2]*2.75[m] |
13,36 |
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15,10 |
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tynk 19*(0.25*0.015+2*(0.35-0.14)*0.015 |
0,19 |
1,3 |
0,25 |
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suma qk=14.86 |
suma qo= |
16,79 |
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Obc. Zmienne |
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6.5[kN/m^2]*2.75[m] |
17,87 |
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21,45 |
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Obc. Całkowite |
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Qo= |
38,24 |
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2.3)Zestawienie obciążeń na podciag [kN/mb] |
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Rodzaj obciążenia |
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Obc. Charakterystyczne [kN] |
Wspólczynik gf |
Obc. Charakterystyczne [kN] |
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Obc. Stałe |
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ciężar podciągu (hpod-hpły)*Spod*25*Lpłyt |
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5,36 |
1,1 |
5,896 |
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obciążenie stałe z żebra qkżeb*Lżeb, (qożeb*Lżeb) |
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89,16 |
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94,71 |
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tynk |
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0,23 |
1,3 |
0,3 |
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qk=94,75 |
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qo=106,94 |
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Obc.zmienne |
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pkżeb*Lżeb, (pożeb*Lżeb) |
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pk=107,22 |
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po=128,7 |
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Obc.całkowite |
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Qk=201,97 |
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Qo=235,64 |
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