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  • 8.90

    0.00

    2.40 (1)

    3.20 (2)

    15.00 (3)

    GW (2.80)

    GW (9.50)

    -10 -5 0 5 10 15 20 25 30

    -20

    -18

    -16

    -14

    -12

    -10

    -8

    -6

    -4

    -2

    0

    2

    4

    6

    p = 10.0

    0.0

    67.0

    67.0

    delta water pr.

    dpw [kN/m]

    eph/eah [kN/m]

    2.0

    3.9

    11.1/22.5

    -84.0/24.7

    -96.6

    -151.2

    M [kN*m/m]

    -4.2

    -218.5

    199.4

    -112.5

    Q [kN/m]

    121.3

    -65.2-1.5

    -100.9171.1

    -122.6

    N [kN/m]

    -146.4

    -160.2

    w [mm]

    EJ = 5.400E+5 kN*m/m

    -0.0

    0.0

    -2.1

    0.50 Strut 1 (63.7 kN/m)

    3.20 Strut 2 (272.0 kN/m)

    ' c(a) c(p) / /[kN/m] [kN/m] [] [kN/m] [kN/m] active passive

    Designation

    19.0 10.0 15.0 5.0 5.0 0.667 -0.667 Umpluturi17.5 10.0 38.0 0.0 0.0 0.667 -0.667 Nisip pietris19.0 10.0 13.0 55.0 55.0 0.667 -0.667 Argila cenusie

    Soil ' c(a) c(p) / /

    [kN/m] [kN/m] [] [kN/m] [kN/m] active passiveDesignation

    19.0 10.0 15.0 5.0 5.0 0.667 -0.667 Umpluturi17.5 10.0 38.0 0.0 0.0 0.667 -0.667 Nisip pietris19.0 10.0 13.0 55.0 55.0 0.667 -0.667 Argila cenusie

    BistritaDiaphragm wallCalculation basis:No ep redistributionActive ep according to: DIN 4085Equivalent ep coefficient kah [-] = 0.200Passive ep according to: StreckSection length automatic and degree of fixity from 1.000 preset

    (passive) = 1.50Embedment depth = 6.00 m Required length = 14.90 mSum V > 0 (met) / = 3.11

    Design values:Verification Diaphragm wallE = 3000.00 kN/cmI = 1800000.00 cm4/mDesign to DIN 1045 17.2.1, Para. (6)Concrete: B 25Steel: BSt 500/550betar (Concrete) = 17.50 MN/mbetas (Steel) = 500.00 MN/mreq. gamma = 1.750Reduction of internal forces = 0.000M (Design = 218.53 kN*m/m

    N (Design) = -57.37 kN/mh/d = 0.540 / 0.600 mDimensioning area acc. to DIN 1045: Area 1kh = 3.543kx = 0.190 kz = 0.931eps(Steel) = 5.000 eps(Concrete) = -1.172As = 14.232 cm As(s) = 0.000 cmShear design:Q (Design) = 171.05 kN/mtau0 = 340.4 kN/mShear area 1req. as(tau) = 4.8 cm/m

    0.60 m

    Diaphragm wall

    5

    .

    7

    0

    2

    .

    7

    0

    0.50