Calcul grinda fundatie

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    P1 2130 kN

    P2 2060 kN PefPconv

    P3 2060 kN Bnec 2.024 m

    P4 2130 kN Bef 3.00 m

    Df 2.5 m p 134.9 kN/m2

    med 20 kN/m3

    1.967 m 404.8 kN/m

    L01 1.3 m 0.983 m

    L1 6.1 m Hef 1.9 m

    L2 5.9 m

    L3 6.1 m 0.633 m M1 0 kNm

    L03 1.3 m 0.950 m M2 202.4 kNm

    L 20.7 m H'ef 0.8 m M3 342.1 kNm

    Pconv 250 kN/m2

    M4 -120.8 kNm

    l0

    0.6 m M5

    -2666.3 kNm

    b0 0.6 m M6 -2150.2 kNm

    b 0.8 m M7 -1908.7 kNm

    0 m M8 -2248.8 kNm

    M9 -3670.3 kNm

    x4-6 3.96 m

    Mmax4-6 -2834.5 kNm

    x8-10 2.95 m

    Mmax8-10 -3670.3 kNm

    Bef 3.0 m

    bef 0.8 m

    bst 1.1 m

    bdr 1.1 m

    Hef 1.9 m

    H'ef 0.8 m

    Helevatie 1.1 mYG 0.695 m 0.585

    I 0.838 m4

    E 20000000 kN/m2

    M23 9375 kN/m2

    Ks*B=2*M23 18750 kN/m2

    le=44EIb/ksB 7.73 m

    H

    Calcul grinda de fundare, conform "Fundatii. Indrumator de proiecta

    H'=()H

    H'

    Mconsola=q*l2/2

    2. Calculul presiunilor pe teren si a eforturilo

    1. Calculul presiunilor pe teren si a eforturilo

    p - presiunea pe talpa

    - incarcarea pe unitate de lungime

    Pef=[(Pi)/B*L]+med*Df

    H=()l2

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    0.13 m-1

    /4*le 6.07 m

    /2*le 12.15 m

    Sectiunea 1

    Pi x =x/le

    V1 V1 -0.0522515.76

    V2 V2 0.000

    5735.84

    P1 2130 1.3 0.168 0.173

    P2 2060 7.4 0.957 -0.023

    P3 2060 13.3 1.720 -0.051

    P4 2130 19.4 2.509 -0.028

    V2 V2 -0.005

    5735.84

    V1 V1 0.0022515.76

    T1 0.00 kN

    0.00 M1 0.00 kNm

    1 0.003

    y1 0.013 m

    p1 159.45 kN/m2

    Sectiunea 2

    Pi x =x/le

    V1 2515.76 13.15 1.700 -0.051

    V2 5735.84 7.07 0.915 -0.018

    P1 2130 0.3 0.039 0.231

    P2 2060 6.4 0.828 -0.007

    P3 2060 12.3 1.591 -0.052

    P4 2130 18.4 2.380 -0.033

    V2 5735.84 25.77 3.333 -0.007

    V1 2515.76 31.85 4.119 0.001

    T2 469.58 kN

    1.00 M2 236.25 kNm

    2 0.003

    y2 0.012 m

    p2 153.61 kN/m2

    12.15 1.571

    6.07 0.785

    26.77

    32.85

    3.463

    4.248

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    Sectiunea 3

    Pi x =x/le

    V1 2515.76 13.45 1.739 -0.051

    V2 5735.84 7.37 0.954 -0.023

    P1 2130 0 0.000 0.250P2 2060 6.1 0.789 -0.001

    P3 2060 12 1.552 -0.052

    P4 2130 18.1 2.341 -0.034

    V2 5735.84 25.47 3.294 -0.008

    V1 2515.76 31.55 4.080 0.001

    T3 607.04 kN

    T'3 -1522.96 kN

    1.30 M3 397.78 kNm1.30 3 0.003

    y3 0.012 m

    p3 151.84 kN/m2

    Sectiunea 4

    Pi x =x/le

    V1 2515.76 13.75 1.778 -0.050

    V2 5735.84 7.67 0.992 -0.027

    P1 2130 0.3 0.039 0.231P2 2060 5.8 0.750 0.006

    P3 2060 11.7 1.513 -0.052

    P4 2130 17.8 2.302 -0.035

    V2 5735.84 25.17 3.256 -0.008

    V1 2515.76 31.25 4.041 0.001

    T4 -1387.10 kN

    1.60 M4 -38.69 kNm

    4 0.003y4 0.012 m

    p4 150.07 kN/m2

    Sectiunea 5

    Pi x =x/le

    V1 2515.76 16.50 2.133 -0.041

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    V2 5735.84 10.42 1.348 -0.049

    P1 2130 3.05 0.394 0.091

    P2 2060 3.05 0.394 0.091

    P3 2060 8.95 1.158 -0.040

    P4 2130 15.05 1.946 -0.046

    V2 5735.84 22.42 2.900 -0.017

    V1 2515.76 28.50 3.685 -0.002

    T5 -212.94 kN

    4.35 M5 -2210.55 kNm

    5 0.003

    y5 0.011 m

    p5 135.26 kN/m2

    Sectiunea 6Pi x =x/le

    V1 2515.76 19.25 2.489 -0.029

    V2 5735.84 13.17 1.704 -0.051

    P1 2130 5.8 0.750 0.006

    P2 2060 0.3 0.039 0.231

    P3 2060 6.2 0.802 -0.003

    P4 2130 12.3 1.591 -0.052

    V2 5735.84 19.67 2.544 -0.027

    V1 2515.76 25.75 3.330 -0.007

    T6 860.58 kN

    7.10 M6 -1302.56 kNm

    6 0.003

    y6 0.010 m

    p6 125.96 kN/m2

    Sectiunea 7

    Pi x =x/le V1 2515.76 19.55 2.528 -0.028

    V2 5735.84 13.47 1.742 -0.051

    P1 2130 6.1 0.789 -0.001

    P2 2060 0 0.000 0.250

    P3 2060 5.9 0.763 0.004

    P4 2130 12 1.552 -0.052

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    V2 5735.84 19.37 2.506 -0.029

    V1 2515.76 25.45 3.291 -0.008

    T7 973.62 kN

    T'7 -1086.38 kN

    7.40 M7 -1027.41 kNm

    7.40 7 0.003

    y7 0.010 m

    p7 125.25 kN/m2

    Sectiunea 8

    Pi x =x/le

    V1 2515.76 19.85 2.567 -0.027

    V2 5735.84 13.77 1.781 -0.050

    P1 2130 6.4 0.828 -0.007P2 2060 0.3 0.039 0.231

    P3 2060 5.6 0.724 0.010

    P4 2130 11.7 1.513 -0.052

    V2 5735.84 19.07 2.467 -0.030

    V1 2515.76 25.15 3.252 -0.009

    T8 -973.96 kN

    7.70 M8 -1336.45 kNm

    8 0.003

    y8 0.010 m

    p8 124.58 kN/m2

    Sectiunea 9

    Pi x =x/le

    V1 2515.76 22.50 2.909 -0.016

    V2 5735.84 16.42 2.124 -0.041

    P1 2130 9.05 1.170 -0.041

    P2 2060 2.95 0.382 0.095P3 2060 2.95 0.382 0.095

    P4 2130 9.05 1.170 -0.041

    V2 5735.84 16.42 2.124 -0.041

    V1 2515.76 22.50 2.909 -0.016

    T9 0.00 kN

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    10.35 M9 -2621.31 kNm

    9 0.003

    y9 0.010 m

    p9 121.42 kN/m2

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    T1 0 kN

    T2 404.8 kN

    T3 526.3 kN

    T'3 -1603.7 kN

    T4

    -1482.3 kN

    T5 -369.0 kN

    T6 744.3 kN

    T7 865.7 kN

    T'7 -1194.3 kN

    T8 -1072.8 kN

    T9 0.0 kN

    e" Radulescu, Popa, Munteanu

    r in grinda prin metoda WINKLER

    r in grinda prin metoda aproximativa

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    P P P P

    0.000 0.104 0.208 -0,052*V1 0,002*V1 V1 -2515.76-130.74 0.00

    -0.161 0.322 0.322 0,000*V1 0,160*V2 V2 -5735.84

    7.984E-13 -924.61

    0.417 0.487 0.141 368.42 887.49 1038.13 301.28

    0.111 0.268 0.314 -47.78 227.79 551.15 646.71

    -0.013 0.075 0.177 -104.90 -27.44 154.92 364.72

    -0.033 -0.009 0.048 -60.54 -69.87 -18.66 102.42

    -0.015 -0.020 -0.010 -0,005*V2 -0,015*V2

    -28.47 -85.31

    -0.003 -0.010 -0.013 -0,002*V1 -0,003*V14.01 -8.05

    0.00 0.00 3698.43 3698.43

    P P P P

    0.012 0.079 0.181 -128.74 29.63 198.21 455.69

    -0.122 0.281 0.317 -104.78 -700.87 1611.30 1820.87

    0.481 0.499 0.037 491.98 1023.70 1063.44 79.48

    0.148 0.309 0.322 -13.47 304.54 636.03 662.98

    -0.002 0 .100 0.204 -107.02 -4.20 205.63 419.66

    -0.033 -0.002 0.064 -69.69 -71.34 -3.28 136.10

    -0.018 -0.021 -0.007 -40.47 -100.44 -119.93 -38.99

    -0.005 -0.011 -0.013 2.76 -11.45 -28.41 -33.92 30.56 469.58 3562.99 3501.87

    261.49

    1849.22

    -113.68

    522.98

    1849.22

    -56.74

    -32.15-24.13

    T=Pii

    M=lePii

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    P P P P

    0.015 0.072 0.173 -127.44 36.99 180.92 435.81

    -0.112 0.269 0.314 -130.78 -639.71 1540.99 1802.55

    0.500 0.500 0.000 532.50 1065.00 1065.00 0.000.160 0.321 0.322 -1.17 329.72 661.78 664.13

    0.002 0.108 0.212 -107.02 4.10 222.23 436.27

    -0.034 0.001 0.069 -72.46 -71.36 2.21 147.14

    -0.018 -0.021 -0.006 -44.46 -105.12 -121.32 -32.40

    -0.005 -0.012 -0.014 2.29 -12.57 -29.73 -34.31

    51.45 607.04 3522.09 3419.19

    -1522.96

    P P P P

    0.017 0.065 0.165 -125.88 43.68 164.39 416.14

    -0.101 0.257 0.310 -154.46 -581.27 1471.47 1780.39

    -0.481 0.499 0.037 491.98 -1023.70 1063.44 79.480.173 0.334 0.322 12.13 355.90 687.54 663.29

    0.006 0.116 0.220 -106.69 13.05 239.48 452.86

    -0.033 0.004 0.074 -75.23 -71.16 8.14 158.60

    -0.019 -0.021 -0.004 -48.63 -109.85 -122.44 -25.18

    -0.005 -0.012 -0.014 1.78 -13.75 -31.07 -34.63

    -5.00 -1387.10 3480.96 3490.96

    P P P P

    0.032 0.019 0.100 -102.74 79.46 46.55 252.03

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    -0.029 0.155 0.253 -280.98 -164.60 891.16 1453.11

    -0.311 0.441 0.259 193.42 -662.72 938.60 551.77

    0.311 0.441 0.259 187.06 640.94 907.76 533.63

    0.063 0.207 0.288 -83.22 129.99 426.43 592.87

    -0.026 0.040 0 .133 -98.62 -55.79 85.66 282.90

    -0.027 -0.020 0.013 -95.48 -153.22 -115.47 75.50

    -0.011 -0.017 -0.013 -5.34 -27.00 -43.33 -32.66

    -285.90 -212.94 3137.35 3709.16

    P P P P

    0.033 -0.008 0.050 -73.16 82.94 -19.56 126.77

    0.012 0.078 0.180 -293.28 69.16 448.24 1034.80

    -0.173 0.334 0.322 12.54 -367.99 710.91 685.83

    0.481 0.499 0.037 475.81 990.06 1028.49 76.87

    0.156 0.317 0.322 -5.38 321.22 653.20 663.96

    -0.002 0 .100 0.204 -110.65 -4.34 212.62 433.92

    -0.032 -0.010 0.044 -156.43 -186.22 -59.57 253.29

    -0.018 -0.021 -0.007 -17.91 -44.24 -52.66 -16.85

    -168.47 860.58 2921.66 3258.59

    P P P P

    0.033 -0.010 0.046 -69.96 82.09 -24.26 115.66

    0.015 0.071 0.173 -290.27 85.78 408.97 989.51

    -0.160 0 .321 0.322 -1.21 -340.92 684.27 686.70

    0.500 0.500 0.000 515.00 1030.00 1030.00 0.00

    0.168 0.330 0.322 7.58 347.06