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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
