Download pdf - 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 7.58 347.06 678.96 663.80

    0.002 0.108 0.212 -110.66 4.24 229.79 451.10

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    -0.033 -0.009 0.048 -163.70 -188.33 -49.26 278.13

    -0.018 -0.021 -0.006 -19.66 -46.30 -53.26 -13.93

    -132.88 973.62 2905.20 3170.96

    -1086.38

    P P P P

    0.032 -0.011 0.042 -66.79 81.06 -28.54 105.05

    0.018 0.065 0.165 -286.64 100.92 371.45 944.73

    -0.148 0.309 0.322 -13.93 -314.89 657.65 685.51-0.481 0.499 0.037 475.81 -990.06 1028.49 76.87

    0.182 0.342 0.321 21.56 373.90 704.68 661.55

    0.006 0.116 0.220 -110.31 13.50 247.62 468.25

    -0.033 -0.007 0.053 -171.04 -190.03 -37.97 304.11

    -0.019 -0.021 -0.004 -21.50 -48.37 -53.74 -10.74

    -172.85 -973.96 2889.63 3235.33

    P P P P

    0.027 -0.020 0.013 -41.25 66.72 -50.95 31.55

    0.031 0.019 0.102 -235.94 180.15 111.57 583.44

    -0.060 0.203 0.286 -87.75 -128.75 433.02 608.52

    -0.317 0.444 0.254 195.43 -652.72 914.59 523.74

    0.317 0.444 0.254 195.43 652.72 914.59 523.74

    0.060 0.203 0.286 -87.75 128.75 433.02 608.52

    -0.031 0.019 0.102 -235.94 -180.15 111.57 583.44

    -0.027 -0.020 0.013 -41.25 -66.72 -50.95 31.55

    -339.03 0.00 2816.47 3494.52

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    formula

    0.000 0.250 0.250

    0.250

    0.010 0.245 0.245

    0.250

    0.020 0.240 0.240

    0.2500.030 0.235 0.235

    0.245

    0.045 0.230 0.228

    0.262

    0.052 0.225 0.225

    0.245

    0.065 0.220 0.219

    0.253

    0.075 0.215 0.214

    0.253

    0.085 0.210 0.2090.253

    0.095 0.205 0.205

    0.243

    0.100 0.203 0.202

    0.263

    0.105 0.200 0.200

    0.258

    0.114 0.195 0.196

    0.239

    0.127 0.190 0.191

    0.239

    0.140 0.185 0.185

    0.232

    0.155 0.180 0.178

    0.258

    0.165 0.175 0.174

    0.258

    0.175 0.170 0.170

    0.258

    0.185 0.165 0.166

    0.227

    0.200 0.160 0.160

    0.2430.212 0.155 0.155

    0.237

    0.225 0.150 0.150

    0.225

    0.240 0.145 0.144

    0.225

    0.255 0.140 0.139

    0.268

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    0.265 0.135 0.135

    0.245

    0.277 0.130 0.130

    0.237

    0.290 0.125 0.126

    0.212

    0.300 0.122 0.122

    0.2420.305 0.120 0.120

    0.222

    0.320 0.115 0.115

    0.222

    0.335 0.110 0.110

    0.222

    0.350 0.105 0.105

    0.222

    0.365 0.100 0.100

    0.222

    0.380 0.095 0.0950.190

    0.400 0.090 0.089

    0.223

    0.415 0.085 0.085

    0.223

    0.430 0.080 0.080

    0.223

    0.445 0.075 0.076

    0.186

    0.465 0.070 0.070

    0.225

    0.480 0.065 0.066

    0.185

    0.500 0.060 0.060

    0.185

    0.520 0.055 0.055

    0.185

    0.540 0.050 0.050

    0.185

    0.560 0.045 0.045

    0.185

    0.580 0.040 0.040

    0.1560.600 0.036 0.036

    0.156

    0.605 0.035 0.035

    0.156

    0.630 0.030 0.029

    0.156

    0.655 0.025 0.024

    0.189

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    0.675 0.020 0.020

    0.155

    0.700 0.015 0.015

    0.155

    0.725 0.010 0.010

    0.131

    0.755 0.005 0.005

    0.1310.785 0.000 0.000

    0.105

    0.800 -0.002 -0.002

    0.118

    0.820 -0.005 -0.005

    0.132

    0.850 -0.010 -0.010

    0.111

    0.885 -0.015 -0.015

    0.044

    0.900 -0.016 -0.0160.104

    0.930 -0.020 -0.020

    0.083

    0.975 -0.025 -0.025

    0.092

    1.000 -0.028 -0.028

    0.052

    1.025 -0.030 -0.030

    0.063

    1.080 -0.035 -0.035

    0.019

    1.100 -0.036 -0.036

    0.111

    1.115 -0.038 -0.038

    0.018

    1.155 -0.040 -0.040

    0.026

    1.190 -0.042 -0.042

    0.077

    1.200 -0.043 -0.043

    0.010

    1.245 -0.045 -0.045

    0.0231.300 -0.048 -0.047

    #DIV/0!

    1.300 -0.049 -0.047

    -0.035

    1.390 -0.050 -0.050

    -0.050

    1.400 -0.050 -0.050

    -0.022

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    1.450 -0.051 -0.051

    -0.022

    1.500 -0.052 -0.052

    -0.052

    1.570 -0.052 -0.052

    -0.052

    1.600 -0.052 -0.052

    -0.0701.690 -0.051 -0.051

    -0.071

    1.775 -0.050 -0.050

    -0.077

    1.840 -0.049 -0.049

    -0.080

    1.900 -0.048 -0.047

    -0.132

    1.945 -0.046 -0.046

    -0.085

    1.995 -0.045 -0.045-0.045

    2.000 -0.045 -0.045

    -0.102

    2.035 -0.044 -0.044

    -0.125

    2.085 -0.042 -0.042

    -0.042

    2.100 -0.042 -0.042

    -0.147

    2.120 -0.041 -0.041

    -0.102

    2.155 -0.040 -0.040

    -0.088

    2.200 -0.039 -0.039

    -0.102

    2.235 -0.038 -0.038

    -0.166

    2.270 -0.036 -0.036

    -0.112

    2.300 -0.035 -0.035

    -0.035

    2.310 -0.035 -0.035

    -0.0932.350 -0.034 -0.034

    -0.168

    2.385 -0.032 -0.033

    -0.032

    2.400 -0.032 -0.032

    -0.128

    2.425 -0.031 -0.031

    -0.100

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    2.460 -0.030 -0.030

    -0.091

    2.500 -0.029 -0.029

    -0.092

    2.540 -0.028 -0.027

    -0.173

    2.575 -0.026 -0.026

    -0.1292.600 -0.025 -0.025

    -0.025

    2.615 -0.025 -0.025

    -0.123

    2.695 -0.022 -0.023

    -0.022

    2.700 -0.022 -0.022

    -0.089

    2.740 -0.021 -0.021

    -0.090

    2.780 -0.020 -0.020-0.159

    2.800 -0.019 -0.019

    -0.019

    2.825 -0.019 -0.019

    -0.145

    2.870 -0.017 -0.017

    -0.017

    2.900 -0.017 -0.017

    -0.210

    2.915 -0.016 -0.016

    -0.074

    2.965 -0.015 -0.015

    -0.100

    3.000 -0.014 -0.014

    -0.014

    3.015 -0.014 -0.014

    -0.135

    3.065 -0.012 -0.013

    -0.012

    3.100 -0.012 -0.012

    -0.167

    3.120 -0.011 -0.011

    -0.0633.180 -0.010 -0.010

    -0.010

    3.200 -0.010 -0.010

    -0.081

    3.245 -0.009 -0.009

    -0.059

    3.310 -0.008 -0.007

    -0.096

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    3.385 -0.006 -0.006

    -0.006

    3.400 -0.006 -0.006

    -0.058

    3.465 -0.005 -0.005

    -0.104

    3.500 -0.004 -0.004

    -0.0043.550 -0.004 -0.004

    -0.075

    3.600 -0.003 -0.003

    -0.003

    3.650 -0.003 -0.003

    -0.069

    3.705 -0.002 -0.002

    -0.059

    3.770 -0.001 -0.001

    -0.001

    3.800 -0.001 -0.001-0.001

    3.850 -0.001 -0.001

    -0.078

    3.900 0.000 0.000

    0.000

    3.927 0.000 0.000

    0.000

    3.970 0.000 0.000

    -0.159

    4.020 0.002 0.001

    0.103

    4.060 0.001 0.001

    0.001

    4.100 0.001 0.001

    0.001

    4.150 0.001 0.001

    0.001

    4.200 0.001 0.001

    -0.209

    4.220 0.002 0.002

    0.002

    4.300 0.002 0.002

    0.0024.400 0.002 0.002

    0.002

    4.500 0.002 0.002

    0.002

    4.600 0.002 0.002

    0.002

    4.700 0.002 0.002

    0.002

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    4.710 0.002 0.002

    0.002

    4.800 0.002 0.002

    0.002

    4.900 0.002 0.002

    0.002

    5.000 0.002 0.002

  • 8/12/2019 Calcul grinda fundatie

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    formula

    0.000 -0.500 -0.500

    0.038 -0.481

    0.050 -0.475 -0.475

    -0.500

    0.100 -0.450 -0.450-0.495

    0.155 -0.425 -0.423

    -0.508

    0.200 -0.401 -0.401

    -0.441

    0.205 -0.400 -0.399

    -0.503

    0.255 -0.375 -0.375

    -0.494

    0.300 -0.354 -0.354

    -0.474

    0.310 -0.350 -0.349

    -0.505

    0.360 -0.325 -0.326

    -0.469

    0.400 -0.309 -0.309

    -0.489

    0.420 -0.300 -0.300

    -0.475

    0.480 -0.275 -0.274

    -0.4910.500 -0.266 -0.266

    -0.466

    0.540 -0.250 -0.250

    -0.457

    0.600 -0.227 -0.226

    -0.467

    0.605 -0.225 -0.225

    -0.458

    0.670 -0.200 -0.201

    -0.222

    0.700 -0.199 -0.190

    -0.619

    0.740 -0.175 -0.176

    -0.397

    0.800 -0.157 -0.157

    -0.437

    0.820 -0.150 -0.150

    -0.406

    0.900 -0.125 -0.126

  • 8/12/2019 Calcul grinda fundatie

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    -0.350

    1.000 -0.100 -0.099

    -0.340

    1.100 -0.076 -0.075

    -0.296

    1.105 -0.075 -0.074

    -0.3081.200 -0.055 -0.055

    -0.355

    1.220 -0.050 -0.051

    -0.253

    1.250 -0.045 -0.045

    -0.253

    1.280 -0.040 -0.040

    -0.296

    1.300 -0.036 -0.036

    -0.166

    1.310 -0.035 -0.035

    -0.199

    1.350 -0.030 -0.028

    -0.300

    1.375 -0.025 -0.025

    -0.245

    1.400 -0.021 -0.021

    -0.114

    1.415 -0.020 -0.019

    -0.162

    1.465 -0.015 -0.012-0.381

    1.485 -0.010 -0.010

    -0.208

    1.500 -0.008 -0.008

    -0.188

    1.525 -0.005 -0.005

    -0.640

    1.537 0.000 -0.004

    -0.073

    1.600 0.003 0.003

    -0.125

    1.625 0.005 0.005

    -0.143

    1.680 0.010 0.010

    -0.158

    1.700 0.012 0.012

    -0.101

    1.745 0.015 0.015

    -0.112

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    1.800 0.019 0.019

    -0.071

    1.820 0.020 0.020

    -0.071

    1.900 0.024 0.024

    -0.052

    1.925 0.025 0.025-0.052

    2.000 0.028 0.028

    -0.034

    2.065 0.030 0.030

    -0.029

    2.100 0.031 0.031

    0.010

    2.200 0.032 0.033

    0.010

    2.300 0.033 0.033

    -0.002

    2.365 0.034 0.034

    0.102

    2.400 0.033 0.033

    0.033

    2.500 0.033 0.033

    0.116

    2.530 0.032 0.033

    0.032

    2.600 0.032 0.032

    0.0842.700 0.030 0.030

    0.030

    2.715 0.030 0.030

    0.062

    2.800 0.029 0.029

    0.131

    2.855 0.027 0.028

    0.027

    2.900 0.027 0.027

    0.095

    2.985 0.025 0.025

    0.025

    3.000 0.025 0.025

    0.115

    3.100 0.022 0.023

    0.084

    3.200 0.020 0.020

    0.020

    3.220 0.020 0.020

  • 8/12/2019 Calcul grinda fundatie

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    0.101

    3.300 0.018 0.018

    0.128

    3.330 0.017 0.018

    0.065

    3.400 0.016 0.016

    0.0773.456 0.015 0.015

    0.094

    3.500 0.014 0.014

    0.053

    3.590 0.013 0.012

    0.372

    3.600 0.012 0.012

    0.048

    3.700 0.011 0.010

    0.196

    3.720 0.010 0.010

    0.067

    3.785 0.009 0.009

    0.009

    3.800 0.009 0.009

    0.078

    3.855 0.008 0.008

    0.094

    3.900 0.007 0.007

    0.007

    3.920 0.007 0.0070.059

    3.995 0.006 0.006

    0.056

    4.075 0.005 0.005

    0.005

    4.100 0.005 0.005

    0.068

    4.165 0.004 0.004

    0.004

    4.200 0.004 0.004

    0.064

    4.270 0.003 0.003

    0.003

    4.300 0.003 0.003

    0.051

    4.390 0.002 0.002

    0.002

    4.400 0.002 0.002

    0.046

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    4.500 0.001 0.001

    0.001

    4.600 0.001 0.001

    0.047

    4.700 0.000 0.000

    0.000

    4.800 0.000 0.0000.000

    4.830 0.000 0.000

    0.048

    4.930 -0.001 -0.001

    -0.001

    5.000 -0.001 -0.001

  • 8/12/2019 Calcul grinda fundatie

    27/36

    formula

    0.000 0.0000 0.0000

    0.0000

    0.100 0.0903 0.0903

    0.0179

    0.200 0.1627 0.16270.0503

    0.300 0.2189 0.2189

    0.0926

    0.400 0.2610 0.2610

    0.1418

    0.500 0.2908 0.2908

    0.1953

    0.600 0.3099 0.3099

    0.2499

    0.700 0.3199 0.3199

    0.3031

    0.800 0.3223 0.3223

    0.3527

    0.900 0.3185 0.3185

    0.3986

    1.000 0.3096 0.3096

    0.4386

    1.100 0.2967 0.2967

    0.4727

    1.200 0.2807 0.2807

    0.49791.300 0.2626 0.2626

    0.5174

    1.400 0.2430 0.2430

    0.5286

    1.500 0.2226 0.2226

    0.5346

    1.600 0.2018 0.2018

    0.5314

    1.700 0.1812 0.1812

    0.5246

    1.800 0.1610 0.1610

    0.5120

    1.900 0.1415 0.1415

    0.4911

    2.000 0.1231 0.1231

    0.4711

    2.100 0.1057 0.1057

    0.4438

    2.200 0.0896 0.0896

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    0.4152

    2.300 0.0748 0.0748

    0.3853

    2.400 0.0613 0.0613

    0.3541

    2.500 0.0491 0.0491

    0.31912.600 0.0383 0.0383

    0.2879

    2.700 0.0287 0.0287

    0.2528

    2.800 0.0204 0.0204

    0.2220

    2.900 0.0132 0.0132

    0.1930

    3.000 0.0070 0.0070

    0.1600

    3.100 0.0019 0.0019

    0.1352

    3.200 -0.0024 -0.0024

    0.1064

    3.300 -0.0058 -0.0058

    0.0833

    3.400 -0.0085 -0.0085

    0.0629

    3.500 -0.0106 -0.0106

    0.0419

    3.600 -0.0121 -0.01210.0239

    3.700 -0.0131 -0.0131

    0.0091

    3.800 -0.0137 -0.0137

    -0.0061

    3.900 -0.0139 -0.0139

    -0.0139

    4.000 -0.0139 -0.0139

    -0.0259

    4.100 -0.0136 -0.0136

    -0.0341

    4.200 -0.0131 -0.0131

    -0.0425

    4.300 -0.0124 -0.0124

    -0.0425

    4.400 -0.0117 -0.0117

    -0.0469

    4.500 -0.0109 -0.0109

    -0.0514

  • 8/12/2019 Calcul grinda fundatie

    29/36

    4.600 -0.0100 -0.0100

    -0.0514

    4.700 -0.0091 -0.0091

    -0.0514

    4.800 -0.0082 -0.0082

    -0.0514

    4.900 -0.0073 -0.0073-0.0465

    5.000 -0.0065 -0.0065

  • 8/12/2019 Calcul grinda fundatie

    30/36

    formula

    0.000 0.500 0.500

    0.500

    0.100 0.495 0.495

    0.508

    0.200 0.482 0.4830.517

    0.240 0.475 0.476

    0.523

    0.300 0.463 0.463

    0.541

    0.350 0.450 0.452

    0.527

    0.400 0.439 0.439

    0.551

    0.450 0.425 0.426

    0.542

    0.500 0.412 0.412

    0.545

    0.545 0.400 0.398

    0.588

    0.600 0.381 0.381

    0.561

    0.620 0.375 0.375

    0.892

    0.650 0.350 0.366

    0.3500.700 0.350 0.350

    0.569

    0.780 0.325 0.324

    0.832

    0.800 0.312 0.318

    0.487

    0.855 0.300 0.300

    0.566

    0.900 0.286 0.286

    0.569

    0.935 0.275 0.274

    0.577

    1.000 0.254 0.254

    0.521

    1.015 0.250 0.250

    0.567

    1.095 0.225 0.225

    0.444

    1.100 0.224 0.224

  • 8/12/2019 Calcul grinda fundatie

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    0.535

    1.185 0.200 0.199

    0.595

    1.200 0.195 0.195

    0.515

    1.275 0.175 0.174

    0.5321.300 0.168 0.168

    0.480

    1.375 0.150 0.149

    0.590

    1.400 0.142 0.142

    0.459

    1.475 0.125 0.125

    0.479

    1.500 0.119 0.119

    0.475

    1.580 0.100 0.102

    0.258

    1.600 0.098 0.098

    0.402

    1.700 0.079 0.079

    0.419

    1.720 0.075 0.075

    0.355

    1.800 0.062 0.062

    0.332

    1.880 0.050 0.0490.332

    1.900 0.047 0.047

    0.313

    2.000 0.033 0.033

    0.262

    2.070 0.025 0.025

    0.232

    2.100 0.022 0.022

    0.232

    2.200 0.012 0.012

    0.188

    2.300 0.004 0.004

    0.181

    2.352 0.000 0.000

    0.147

    2.400 -0.003 -0.003

    0.117

    2.500 -0.008 -0.008

    0.117

  • 8/12/2019 Calcul grinda fundatie

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    2.540 -0.010 -0.010

    0.117

    2.600 -0.013 -0.013

    0.065

    2.700 -0.016 -0.016

    0.038

    2.800 -0.018 -0.0180.038

    2.900 -0.020 -0.020

    0.009

    3.000 -0.021 -0.021

    -0.021

    3.100 -0.021 -0.022

    -0.021

    3.141 -0.021 -0.022

    -0.021

    3.200 -0.021 -0.022

    -0.021

    3.300 -0.021 -0.021

    -0.054

    3.400 -0.020 -0.020

    -0.020

    3.445 -0.020 -0.020

    -0.083

    3.500 -0.019 -0.019

    -0.054

    3.600 -0.018 -0.018

    -0.0543.700 -0.017 -0.017

    -0.054

    3.800 -0.016 -0.016

    -0.100

    3.845 -0.015 -0.015

    -0.085

    3.900 -0.014 -0.014

    -0.053

    4.000 -0.013 -0.013

    -0.053

    4.100 -0.012 -0.012

    -0.094

    4.200 -0.010 -0.010

    -0.052

    4.300 -0.009 -0.009

    -0.052

    4.400 -0.008 -0.008

    -0.052

    4.500 -0.007 -0.007

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    -0.052

    4.600 -0.006 -0.006

    -0.077

    4.665 -0.005 -0.005

    -0.005

    4.700 -0.005 -0.005

    -0.0524.800 -0.004 -0.004

    -0.076

    5.000 -0.001 -0.002

  • 8/12/2019 Calcul grinda fundatie

    34/36

    L M M

    0 0.00 0.00

    100 236.3 202.4

    130 397.8 342.1

    160 -38.7 -120.8

    435 -2210.6 -2666.3

    710 -1302.6 -2150.2

    740 -1027.4 -1908.7

    770 -1336.4 -2248.8

    1035 -2621.3 -3670.3

    0.00

    236.3397.8

    -38.7

    -2210.6

    -1302.6

    -1027.4

    -1336.4

    0.00

    202.4342.1

    -120.8

    -2666.3

    -2150.2

    -1908.7

    -2248.8

    -4000.00

    -3500.00

    -3000.00

    -2500.00

    -2000.00

    -1500.00

    -1000.00

    -500.00

    0.00

    500.00

    1000.00

    DIAGRAMA DE MOMENT

    Winkler Aproximativ

  • 8/12/2019 Calcul grinda fundatie

    35/36

    L T T

    0.00 0.0 0.0

    100.00 469.6 404.8

    130.00 607.0 526.3

    130.00 -1523.0 -1603.7

    160.00 -1387.1 -1482.3

    435.00 -212.9 -369.0

    710.00 860.6 744.3

    740.00 973.6 865.7

    740.00 -1086.4 -1194.3

    770.00 -974.0 -1072.8

    1035.00 0.0 0.0

    -2621.3

    -3670.3

    0.0

    469.6

    607.0

    -1523.0

    -1387.1

    -212.9

    86

    -

    0.0

    404.8526.3

    -1603.7-1482.3

    -369.0

    74

    -

    DIAGRAMA DE FORTA T

    Winkler Aproxim

  • 8/12/2019 Calcul grinda fundatie

    36/36

    .6973.6

    1086.4-974.0

    0.0

    .3865.7

    1194.3-1072.8

    0.0

    IETOARE

    ativ