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OBCIĄŻENIE |
Wielkość charakerystyczna [kN/m] |
Współczynnik obciążenia [gf] |
Wartość obliczeniowa [kN/m] |
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Ciężar własny łaty 0,002835*5,5 |
0,016 |
1,1 |
0,018 |
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Ciężar dachówki ceramicznej |
0,7 |
1,2 |
0,84 |
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RAZEM: |
0,716 |
- |
0,858 |
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OBCIĄŻENIE |
Wielkość charakerystyczna [kN/m] |
Współczynnik obciążenia [gf] |
Współczynnik jednoczesn. obc. zmiennych [yo] |
Wartość obliczeniowa [kN/m] |
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Śnieg (Sk) 1,1*0,56*0,36 |
0,0222 |
1,4 |
- |
0,3105 |
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Wiatr (pk) =0,25*0,8*0,385*1,8*0,36 |
0,0277 |
1,3 |
0,9 |
0,0324 |
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- od obciążenia siłą skupioną (obciążenie krótkotrwałe) |
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- od obciążenia siłą skupioną (obciążenie krótkotrwałe) |
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- od obciążenia ciężarem własnym (obciążenie stałe) |
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- od obciążenia ciężarem własnym (obciążenie stałe) |
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- dla składowych prostopadłych obciążenia |
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- dla składowych równoległych obciążenia |
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1.3 ZESTAWIENIE OBCIĄŻEŃ POŁACI DACHOWYCH WIĘŹBY PŁATWIOWO - KLESZCZOWEJ |
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OBCIĄŻENIE |
Wartość charakteryst. [kN/m] |
Współcz. obciążenia gF |
Wartość obliczeniowa [kN/m] |
Składowe prostopadłe obciążenia |
Składowe równoległe obciążenia |
Wartość charakteryst. [kN/m] |
Wartość obliczeniowa [kN/m] |
Wartość charakteryst. [kN/m] |
Wartość obliczeniowa [kN/m] |
Ciężar własny pokrycia z uwzględnieniem ciężaru krokwi |
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- ciężar łaty |
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0,002835*5,5*3*1,0m |
|
0,047 |
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1,1 |
|
0,052 |
|
0,037 |
|
0,040 |
|
0,030 |
|
0,033 |
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- ciężar własny dachówki ceramicznej |
|
0,700 |
|
1,2 |
|
0,840 |
|
0,544 |
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0,653 |
|
0,441 |
|
0,529 |
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- ciężar własny krokwi |
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0,1*0,18*5,5 |
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0,099 |
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1,1 |
|
0,109 |
|
0,077 |
|
0,085 |
|
0,062 |
|
0,069 |
RAZEM (rk): |
rk= |
0,846 |
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rd= |
1,001 |
rkV= |
0,657 |
rdV= |
0,778 |
rkH= |
0,532 |
rdH= |
0,630 |
Śnieg |
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- połać lewa |
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Sk = Qk*C2 = 1,1*0,84*1m |
Sk= |
0,924 |
|
1,4 |
Sd= |
1,294 |
SkV= |
0,558 |
SdV= |
0,781 |
SkH= |
0,452 |
SdH= |
0,633 |
|
- połać prawa |
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Sk = Qk*C2 = 1,1*0,56*1m |
Sk= |
0,616 |
|
1,4 |
Sd= |
0,862 |
SkV= |
0,372 |
SdV= |
0,521 |
SkH= |
0,301 |
SdH= |
0,422 |
Wiatr |
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- połać nawietrzna |
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pk1 = qk*Ce*C*b = 0,25*0,8*0,385*1,8 |
pk1= |
0,139 |
|
1,3 |
pd1= |
0,180 |
pkV1= |
0,125 |
pdV1= |
0,162 |
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- |
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- |
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- połać zawietrzna |
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pk2=qk*Ce*C*b = 0,25*0,8*(-0,4)*1,8 |
pk2= |
-0,144 |
|
1,3 |
pd2= |
-0,187 |
pkV2= |
-0,130 |
pdV2= |
-0,168 |
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- |
|
- |
Ciężar własny kleszczy |
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rk2 = 2*0,038*0,15*5,5 |
rk2= |
0,063 |
|
1,1 |
rd2= |
0,069 |
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- |
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- |
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- |
|
- |
Obciążenie skupione (Pk) |
Pk= |
1,000 |
|
1,2 |
Pd= |
1,200 |
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- |
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- |
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- |
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- |
(człowiek obciążający kleszcze) |
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cos(39) = |
0,777 |
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sin(39) = |
0,629 |
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1.2.6 ZESTAWIENIE OBCIĄŻEŃ NA PŁATEW |
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OBCIĄŻENIE |
Wartość charakteryst. [kN/m] |
Współcz. obciążenia gF |
Wartość obliczeniowa [kN/m] |
Składowa pionowa obciążenia (z) na długości krokwi |
Składowa pozioma obciążenia (y) na długości krokwi |
|
Wartość charakteryst. [kN/m] |
Wartość obliczeniowa [kN/m] |
Wartość charakteryst. [kN/m] |
Wartość obliczeniowa [kN/m] |
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Ciężar własny pokrycia z uwzględnieniem ciężaru krokwi |
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- ciężar łaty |
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0,002835*5,5*3*1,0m |
|
0,047 |
|
1,1 |
|
0,052 |
|
0,047 |
|
0,052 |
|
- |
|
- |
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|
- ciężar własny dachówki ceramicznej |
|
0,700 |
|
1,2 |
|
0,840 |
|
0,700 |
|
0,840 |
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- |
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- |
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- ciężar własny krokwi |
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0,1*0,18*5,5 |
|
0,099 |
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1,1 |
|
0,109 |
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0,099 |
|
0,109 |
|
- |
|
- |
|
RAZEM (qk): |
rk= |
0,846 |
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rd= |
1,001 |
rkz= |
0,846 |
rdz= |
1,001 |
rky= |
0 |
rdy= |
0 |
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Ciężar własny płatwi |
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0,12*0,15*5,5*1,0m |
rkp= |
0,099 |
|
1,1 |
rdp= |
0,109 |
rkpz= |
0,099 |
rdpz= |
0,109 |
rkpy= |
0 |
rdpy= |
0 |
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Śnieg |
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- połać lewa |
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Sk=Qk*C2 = 1,1*0,84*1m |
Sk= |
0,924 |
|
1,4 |
Sd= |
1,294 |
Skz= |
0,718 |
Sdz= |
1,005 |
Sky= |
0 |
Sdy= |
0 |
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Wiatr |
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- połać nawietrzna |
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pk=qk*Ce*C*b = 0,25*0,8*0,385*1,8 |
pk= |
0,139 |
|
1,3 |
pd= |
0,180 |
pkz= |
0,097 |
pdz= |
0,126 |
pky= |
0,079 |
pdy= |
0,102 |
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cos(39) = |
0,777 |
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sin(39) = |
0,629 |
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- Płaszczyzna pionowa - rama o schemacie statycznym na rysunku poniżej |
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- Płaszczyzna pozioma - belka jednoprzęsłowa o rozpiętości ly=4,0m |
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(w osiach słupów) |
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