calcul fundatie izolata
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N stalp = N stalp = 27.1 kN M x = M x = 11.6 kNm p conv = M y = M y = 3.2 kNm V x = V x = 9.5 kN V y = V y = 2.6 kN Dimensiuni fundatie B (x)= 1.00 m D f = 1.00 m L (y) = 1.00 m H = 0.80 m Dimensiuni stalp b = 0.14 m l = 0.14 m γ = G fundatie G umplut N F = 29.96 kN N S = 50.06 kN M x = 11.2 kNm M x = 21.1 kNm M y = 9.5 kNm M y = 5.8 kNm e L = 0.000 e L = 0.116 e B = 0.000 e B = 0.422 e L / L= 0.000 e L / L= 0.116 e B / B= 0.000 e B / B= 0.422 ω = 1.18 ω = 4.78 p ef max = 35.35 kPa p ef max = 239.28 kPa 1.4·p conv 224 1.6·p conv 256 160 kPa Eforturi la baza stalpului GF GS (B<L) GF GS 20 kN/mc 27.00 kN 2.96 kN
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fundatie izolata
Transcript of calcul fundatie izolata
Nstalp = Nstalp = 27.1 kN
Mx = Mx = 11.6 kNm pconv =
My = My = 3.2 kNm
Vx = Vx = 9.5 kN
Vy = Vy = 2.6 kN
Dimensiuni fundatie B (x)= 1.00 m Df = 1.00 m
L (y) = 1.00 m
H = 0.80 m
Dimensiuni stalp b = 0.14 m
l = 0.14 m
γ =
Gfundatie
Gumplut
NF = 29.96 kN NS = 50.06 kN
Mx = 11.2 kNm Mx = 21.1 kNm
My = 9.5 kNm My = 5.8 kNm
eL = 0.000 eL = 0.116
eB = 0.000 eB = 0.422
eL / L= 0.000 eL / L= 0.116
eB / B= 0.000 eB / B= 0.422
ω = 1.18 ω = 4.78
pef max = 35.35 kPa pef max = 239.28 kPa
1.4·pconv 224 1.6·pconv 256
160 kPa
Eforturi la baza stalpului
GF GS
(B<L)
GF GS
20 kN/mc
27.00 kN
2.96 kN