calcul fundatie izolata sren kiss-onet

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Nod/Caz pconv Hpardoseala Hpamant Hcuzinet Htalpa Hegalizare Htotal Lcuzinet Bcuzinet Df K1 qk 1/6 120.00 kN/m2 0.10 m 0.70 m 0.80 m 0.50 m 0.65 m 1.95 m 0.60 m 0.60 m 1.95 m 0.05 5.0 kN/m2 0.166754/ 27 (K) (SRSS) 54/ 28 (K) (SRSS) 54/ 29 (K) (SRSS) 54/ 30 (K) (SRSS) 54/ 31 (K) (SRSS) 54/ 32 (K) (SRSS) 54/ 33 (K) (SRSS) 54/ 34 (K) (SRSS) 54/ 35 (K) (SRSS)

FX (kN)76.96 9.24 1.04 75.64 7.92 -0.28 73.31 5.58 -2.62

FY (kN)-0.16 0 0.02 -0.65 -0.49 -0.47 -0.43 -0.28 -0.25

FZ (kN)106.91 18.24 18.72 128.47 39.8 40.28 115.67 26.99 27.48

MX MY MZ (kNm) (kNm) (kNm)0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Ltalpa[ Btalpa Gfundatie Qfundatie [kN] [kN] m] [m]2.20 1.25 1.00 2.20 1.20 1.00 2.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.10 1.20 1.00 2.00 1.00 1.00 2.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Ntotal [kN]

CB CD

GS p1 p2 p3 e /L+e Mx My 1,6*pconv ex [m] ey [m] x /B [kNm] [kNm] [kN/m ] [kN/m ] [kN/m2] [kN/m2] [kN/m2] y 2 [kN/m ] pconv pef2 2

203.12 61.94 39.31 193.16 48.36 39.31 193.50 39.31 39.31 39.31 39.31 39.31 39.31 39.31 39.31 39.31 39.31 39.31

21.30 5.70 3.20 20.20 4.20 3.20 20.24 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20

413.07 7.2 110.4 1.5 76.589 0

-1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1

125.70 120.00 118.50 125.70 119.70 118.50 125.40 118.50 118.50 118.50 118.50 118.50 118.50 118.50 118.50 118.50 118.50 118.50

89.41 150.07 73.60 18.018 76.59 95.35 2.028

0.312 0.3633 0.0008 0.1655 0 0.1632 0.0000 0.1306 0.039 0.0265 0.0005 0.0270

201.12 192.00 189.60 201.12 191.52 189.60 200.64 189.60 189.60 189.60 189.60 189.60 189.60 189.60 189.60 189.60 189.60 189.60

178.19 131.26 88.99 187.64 161.95 106.92 183.47 153.42 118.93 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87

1.01 15.94 64.65 4.79 33.25 100.37 2.44 22.85 57.62 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87

0.62 15.94 64.19 3.06 23.69 89.37 1.33 16.30 51.77 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87

419.54 7.2 111.39 1.2 98.149 0

147.5 1.2675 0.3516 0.0030 0.1613

92.82 15.444 0.9555 0.1387 0.0086 0.1241 98.15 0.546 0.9165 0.0056 0.0093 0.0149

407.25 6.9 84.859 85.349 57.869 57.869 57.869 57.869 57.869 57.869 57.869 57.869 57.869 0 0 0 0 0 0 0 0 0 0 0

92.40 142.95 0.8385 0.3510 0.0021 0.1643 84.86 10.881 85.35 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87 0.546 0.1282 0.0064 0.1347

5.109 0.4875 0.0599 0.0057 0.0656 0 0 0 0 0 0 0 0 0 0 0.0000 0.0000 0.0000 0 0.0000 0.0000 0.0000 0 0 0 0 0 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

p4 [kN/m2] 177.81 131.26 88.52 185.91 152.39 95.93 182.36 146.87 113.08 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87 57.87