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