Download xls - Calcul fundatie continua

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Page 1: Calcul fundatie continua

Forta P (t) xbarat(0) xbarat(16)P1 26.7 0.162737 4.194995 0.001411P2 45.5 2.169825 2.187907 -0.039091P3 26.7 4.194995 0.162737 0.175225

Forta Fi (t) xbarat(0)P1 26.7 0.162737 0.488137 13.03325P2 45.5 2.169825 0.014962 0.680787P3 26.7 4.194995 -0.010276 -0.274376V1 56.4909 0.785 0.322525 18.21975V2 60.11966 1.57 0.104105 6.258781

S 37.91819

Sectiunea I

Forta Fi (t) xbarat(1)P1 26.7 0.054246 0.223612 0.472903P2 45.5 2.061334 -0.04306 -0.029982P3 26.7 4.086504 0.000943 -0.00492V1 56.4909 0.893491 -0.015609 0.12823V2 60.11966 1.678491 -0.051409 -0.010032

Sectiunea 2

Forta Fi (t) xbarat(2)P1 26.7 0 0.25 0.5P2 45.5 2.007088 -0.044644 -0.028393P3 26.7 2.007088 -0.044644 -0.028393V1 56.4909 0.947737 -0.02215 0.113092V2 60.11966 1.732737 -0.050748 -0.014253

Sectiunea 3

a(0)

g(0) Fi * g

a(1) b(1)

a(2) b(3)

Page 2: Calcul fundatie continua

Forta Fi (t) xbarat(3)P1 26.7 0.054246 0.223612 0.472903P2 45.5 1.952842 -0.046133 -0.026446P3 26.7 3.978012 0.000338 -0.006273V1 56.4909 1.001982 -0.027895 0.09888V2 60.11966 1.786982 -0.049872 -0.017961

Sectiunea 4

Forta Fi (t) xbarat(4)P1 26.7 0.527991 0.053084 0.254736P2 45.5 1.479097 -0.051506 0.010432P3 26.7 3.504267 -0.004361 -0.014056V1 56.4909 1.475728 -0.05147 0.010851V2 60.11966 2.260728 -0.036699 -0.033185V4 60.11966 4.452004 0.002065 -0.0015

Sectiunea 5

Forta Fi (t) xbarat(5)P1 26.7 1.001736 -0.027871 0.098942P2 45.5 1.005352 -0.028227 0.098027P3 26.7 3.030522 -0.013336 -0.023996V1 56.4909 1.949473 -0.046222 -0.026313V2 60.11966 2.734473 -0.021333 -0.029811V4 60.11966 3.978259 0.000339 -0.00627

Sectiunea 6

Forta Fi (t) xbarat(6)P1 26.7 1.475481 -0.051467 0.010881

a(3) b(3)

a(4) b(4)

a(5) b(5)

a(6) b(6)

Page 3: Calcul fundatie continua

P2 45.5 0.531607 0.052166 0.253279P3 26.7 2.556777 -0.02687 -0.032333V1 56.4909 2.423218 -0.031267 -0.033366V2 60.11966 3.208218 -0.009412 -0.020169V4 60.11966 3.504514 -0.004358 -0.014052

Sectiunea 7

Forta Fi (t) xbarat(7)P1 26.7 1.952842 -0.046133 -0.026446P2 45.5 0.054246 0.223612 0.472903P3 26.7 2.079416 -0.042513 -0.030437V1 56.4909 2.900579 -0.016632 -0.026701V2 60.11966 3.685579 -0.00212 -0.010731V4 60.11966 3.027152 -0.013417 -0.024068V3 56.4909 3.812152 -0.000895 -0.008658

Sectiunea 8

Forta Fi (t) xbarat(8)P1 26.7 2.007088 -0.044644 -0.028393P2 45.5 0 0.25 0.5P3 26.7 2.02517 -0.044126 -0.028961V1 56.4909 2.954825 -0.015213 -0.025591V2 60.11966 3.739825 -0.001563 -0.009816V4 60.11966 2.972907 -0.014754 -0.025214V3 56.4909 3.757907 -0.001388 -0.00952

Sectiunea 9

Forta Fi (t) xbarat(9)P1 26.7 2.061334 -0.04306 -0.029982P2 45.5 0.054246 0.223612 0.472903P3 26.7 1.970924 -0.045649 -0.027137

a(7) b(7)

a(8) b(8)

a(9) b(9)

Page 4: Calcul fundatie continua

V1 56.4909 3.009071 -0.013856 -0.024452V2 60.11966 3.794071 -0.001054 -0.008941V4 60.11966 2.918661 -0.016152 -0.026335V3 56.4909 3.703661 -0.001929 -0.010422

Sectiunea 10

Forta Fi (t) xbarat(10)P1 26.7 2.540503 -0.027397 -0.032505P2 45.5 0.533415 0.051708 0.252553P3 26.7 1.491755 -0.051628 0.008882V2 60.11966 4.27324 0.001672 -0.002963V4 60.11966 2.439492 -0.030725 -0.03329V3 56.4909 3.224492 -0.009086 -0.01982

Sectiunea 11

Forta Fi (t) xbarat(11)P1 26.7 3.019673 -0.013598 -0.024227P2 45.5 1.012585 -0.028929 0.096209P3 26.7 1.012585 -0.028929 0.096209V2 60.11966 4.75241 0.002242 0.000173V4 60.11966 1.960322 -0.045935 -0.026737V3 56.4909 2.745322 -0.02101 -0.029625

Sectiunea 12

Forta Fi (t) xbarat(12)P1 26.7 3.498843 -0.004438 -0.014162P2 45.5 1.491755 -0.051628 0.008882P3 26.7 1.491755 -0.051628 0.008882V2 60.11966 5.23158 0.001823 0.001326V4 60.11966 1.481152 -0.051527 0.010178V3 56.4909 2.266152 -0.036519 -0.033222

a(10) b(10)

a(1)1 b(11)

a(12) b(12)

Page 5: Calcul fundatie continua

Sectiunea 13

Forta Fi (t) xbarat(13)P1 26.7 3.978012 0.000338 -0.006273P2 45.5 1.970924 -0.045649 -0.027137P3 26.7 0.054246 0.223612 0.472903V4 60.11966 1.001982 -0.027895 0.09888V3 56.4909 1.786982 -0.049872 -0.017961

Sectiunea 14

Forta Fi (t) xbarat(14)P1 26.7 4.032258 0.000659 -0.005576P2 45.5 2.02517 -0.044126 -0.028961P3 26.7 0 0.25 0.5V4 60.11966 0.947737 -0.02215 0.113092V3 56.4909 1.732737 -0.050748 -0.014253

Sectiunea 15

Forta Fi (t) xbarat(15)P1 26.7 4.086504 0.000943 -0.00492P2 45.5 2.02517 -0.044126 -0.028961P3 26.7 0.054246 0.223612 0.472903V4 60.11966 0.893491 -0.015609 0.12823V3 56.4909 1.678491 -0.051409 -0.010032

Sectiunea 16

Forta Fi (t) xbarat(16)P1 26.7 4.194995 -0.010276 -0.274376P2 45.5 2.187907 0.013283 0.604367P3 26.7 0.162737 0.488137 13.03325

a(13) b(13)

a(14) b(14)

a(15) b(15)

g(16) Fi * g

Page 6: Calcul fundatie continua

V4 60.11966 0.785 0.322525 19.39011V3 56.4909 1.57 0.104105 5.881008

38.63

Page 7: Calcul fundatie continua

-0.003727 0.001411 -0.003727 0.037673 -0.099515 0.037673 -0.099515-0.03245 -0.039091 -0.03245 -1.778654 -1.476471 -1.778654 -1.4764710.419293 0.175225 0.419293 4.678508 11.19513 4.678508 11.19513

S 2.937527 9.619146 2.937527 9.619146

V1 56.4909V2 60.11966V3 56.4909V4 60.11966 `

0.498581 5.970453 12.62651 13.312120.026156 -1.95921 -1.36417 1.19008

-0.011727 0.025187 0.13137 -0.3131130.287677 -0.881753 -7.243802 16.251110.082755 -3.090707 0.60309 4.975233

0.06 4.75 35.42

0.5 6.675 13.35 13.350.032503 -2.031321 -1.291887 1.4788670.032503 -1.192006 -0.758096 0.8678190.270483 -1.251266 6.388652 15.27983

0.07299 -3.050964 -0.856888 4.388152-0.85 16.83 35.36

-9.86822

b(0) a(16) b(16) P*a(0) P*b(0) P*a(16) P*b(16)

g(1) Fi * a Fi * b Fi * g

g(4) Fi * a Fi * b Fi * g

Page 8: Calcul fundatie continua

0.498581 5.970453 12.62651 13.312120.039375 -2.099074 -1.203294 1.79156

-0.013222 0.009014 -0.167497 -0.3530220.25355 -1.575812 5.585808 14.32324

0.063822 -2.9983 -1.079816 3.836969-0.69 15.76 32.91

0.403303 1.417351 6.801451 10.76820.123875 -2.343503 0.47465 5.636306-0.01939 -0.116446 -0.375307 -0.517720.124641 -2.90757 0.612959 7.0410590.007028 -2.206317 -1.995045 0.422545

-0.007131 0.124172 -0.090199 -0.428742-6.03 5.43 22.92

0.253626 -0.744144 2.64176 6.7718090.252508 -1.284316 4.460235 11.4891-0.02132 -0.356081 -0.640705 -0.5692470.03982 -2.611144 -1.486422 2.249444

-0.016956 -1.282514 -1.792207 -1.019387-0.013218 0.020389 -0.376953 -0.794684

-6.26 2.81 18.13

0.124697 -1.37417 0.290531 3.329402

g(3) Fi * a Fi * b Fi * g

g(4) Fi * a Fi * b Fi * g

g(5) Fi * a Fi * b Fi * g

g(6) Fi * a Fi * b Fi * g

Page 9: Calcul fundatie continua

0.402227 2.37354 11.52422 18.30135-0.010926 -0.717425 -0.863289 -0.291729-0.004198 -1.766311 -1.884873 -0.237123-0.021515 -0.565836 -1.212581 -1.293489-0.019388 -0.261991 -0.84478 -1.165579

-2.31 7.01 18.64

0.039375 -1.231764 -0.706109 1.0513110.498581 10.17437 21.51709 22.685440.024153 -1.135104 -0.812655 0.644898

-0.020138 -0.939551 -1.508361 -1.13762-0.017222 -0.127461 -0.645145 -1.035368-0.021302 -0.806647 -1.446974 -1.280656-0.015525 -0.050579 -0.489076 -0.876994

5.88 15.91 20.05

0.032503 -1.192006 -0.758096 0.8678190.5 11.375 22.75 22.75

0.030329 -1.178159 -0.773261 0.809796-0.020755 -0.859422 -1.445657 -1.172471-0.016506 -0.093967 -0.590141 -0.992349

-0.02092 -0.887013 -1.515867 -1.257708-0.016263 -0.07842 -0.537784 -0.918729

7.09 17.13 20.09-28.37081

0.026156 -1.14969 -0.800513 0.6983540.498581 10.17437 21.51709 22.685440.037025 -1.218828 -0.724549 0.988559

g(7) Fi * a Fi * b Fi * g

g(8) Fi * a Fi * b Fi * g

g(9) Fi * a Fi * b Fi * g

Page 10: Calcul fundatie continua

-0.021193 -0.782739 -1.381341 -1.197204-0.015772 -0.063393 -0.537503 -0.948221-0.020365 -0.971077 -1.583236 -1.224317-0.016986 -0.108964 -0.588733 -0.959538

5.88 15.90 20.04

-0.010215 -0.731511 -0.867883 -0.2727430.401689 2.352731 11.49115 18.27683

0.12102 -1.378461 0.237151 3.231224-0.00927 0.100532 -0.178116 -0.557296-0.00513 -1.847164 -2.001384 -0.30844

-0.021467 -0.513302 -1.119633 -1.212662-2.02 7.56 19.16

-0.021259 -0.363066 -0.646872 -0.5676120.250276 -1.316276 4.377505 11.387560.250276 -0.772408 2.568777 6.682372

-0.004139 0.134808 0.01038 -0.2488540.038395 -2.761573 -1.607411 2.308324-0.01723 -1.186889 -1.673555 -0.973332

-6.27 3.03 18.59

-0.019448 -0.11849 -0.378119 -0.5192590.12102 -2.349063 0.404133 5.5063920.12102 -1.378461 0.237151 3.231224

-0.000994 0.10961 0.079722 -0.0597770.123409 -3.09777 0.611886 7.4193130.006594 -2.062971 -1.876713 0.372517

-8.90 -0.92 15.95

g(10) Fi * a Fi * b Fi * g

g(11) Fi * a Fi * b Fi * g

g(12) Fi * a Fi * b Fi * g

Page 11: Calcul fundatie continua

-0.013222 0.009014 -0.167497 -0.3530220.037025 -2.077029 -1.234718 1.6846220.498581 5.970453 12.62651 13.31212

0.25355 -1.677036 5.94462 15.243310.063822 -2.817326 -1.014639 3.605373

-0.59 16.15 33.49

-0.012471 0.01759 -0.148892 -0.3329650.030329 -2.007725 -1.31773 1.37999

0.5 6.675 13.35 13.350.270483 -1.331642 6.799034 16.26135

0.07299 -2.866811 -0.805167 4.1232870.49 17.88 34.78

-8.82

-0.011727 0.025187 -0.13137 -0.3131130.030329 -2.007725 -1.31773 1.379990.498581 5.970453 12.62651 13.312120.287677 -0.938394 7.709117 17.295020.082755 -2.904155 -0.566689 4.674933

0.15 18.32 36.35

g(13) Fi * a Fi * b Fi * g

g(14) Fi * a Fi * b Fi * g

g(15) Fi * a Fi * b Fi * g

Page 12: Calcul fundatie continua

lc 276.52 0 1 1 2 2 3 3 4x 30 15 15 131xbarat 0.785 0.785 0.1084912484 0.054246 0.054246 0.473745118

in 0 in 16

xbarat(0) P1 -0.162737 4.194995xbarat(0) P2 -2.169825 2.187907

xbarat(0) P3 -4.194995 0.162737xbarat(0) V1 0.785 5.142732xbarat(0) V2 1.57 5.142732

xbarat(1) P1 -0.054246 xbarat(6) P1xbarat(1) P2 -2.061334 xbarat(6) P2

xbarat(1) P3 -4.086504 xbarat(6) P3xbarat(1) V1 0.893491 xbarat(6) V1xbarat(1) V2 1.678491 xbarat(6) V2

xbarat(6) V4xbarat(2) P1 0xbarat(2) P2 -2.007088 xbarat(7) P1xbarat(2) P3 -2.007088 xbarat(7) P2

xbarat(2) V1 0.947737 xbarat(7) P3xbarat(2) V2 1.732737 xbarat(7) V1

xbarat(7) V2xbarat(3) P1 0.054246 xbarat(7) V4xbarat(3) P2 -1.952842 xbarat(7) V3xbarat(3) P3 -3.978012xbarat(3) V1 1.001982 xbarat(8) P1xbarat(3) V2 1.786982 xbarat(8) P2

xbarat(8) P3xbarat(8) V1xbarat(8) V2

xbarat(4) P1 0.527991 xbarat(8) V4xbarat(4) P2 -1.479097 xbarat(8) V3xbarat(4) P3 -3.504267

xbarat(4) V1 1.475728 xbarat(9) P1xbarat(4) V2 2.260728 xbarat(9) P2xbarat(4) V4 4.452004 xbarat(9) P3

xbarat(9) V1xbarat(5) P1 1.001736 xbarat(9) V2xbarat(5) P2 -1.005352 xbarat(9) V4xbarat(5) P3 -3.030522 xbarat(9) V3xbarat(5) V1 1.949473xbarat(5) V2 2.734473 xbarat(10) P1xbarat(5) V4 -3.978259 xbarat(10) P2

xbarat(10) P3xbarat(10) V2xbarat(10) V4xbarat(10) V3

Page 13: Calcul fundatie continua

4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12131 131 132 15 15 132.5 132.5 132.5

0.473745 0.473745 0.4773614928 0.054246 0.054246 0.4791696803 0.47917 0.47917

1.475481 xbarat(11) P1 3.019673-0.531607 xbarat(11) P2 1.012585

-2.556777 xbarat(11) P3 -1.0125852.423218 xbarat(11) V2 4.752413.208218 xbarat(11) V4 -1.960322

-3.504514 xbarat(11) V3 -2.745322

1.952842 xbarat(12) P1 3.498843-0.054246 xbarat(12) P2 1.491755

-2.079416 xbarat(12) P3 -1.4917552.900579 xbarat(12) V2 5.231583.685579 xbarat(12) V4 -1.481152

-3.027152 xbarat(12) V3 -2.266152-3.812152

xbarat(13) P1 3.9780122.007088 xbarat(13) P2 1.970924

0 xbarat(13) P3 -0.054246-2.02517 xbarat(13) V4 -1.0019822.954825 xbarat(13) V3 -1.7869823.739825

-2.972907 xbarat(14) P1 4.032258-3.757907 xbarat(14) P2 2.02517

xbarat(14) P3 0

2.061334 xbarat(14) V4 -0.9477370.054246 xbarat(14) V3 -1.732737

-1.9709243.009071 xbarat(15) P1 4.0865043.794071 xbarat(15) P2 2.02517

-2.918661 xbarat(15) P3 0.054246-3.703661 xbarat(15) V4 -0.893491

xbarat(15) V3 -1.6784912.5405030.533415 xbarat(16) P1 4.194995

-1.491755 xbarat(16) P2 2.1879074.27324 xbarat(16) P3 0.162737

-2.439492 xbarat(16) V4 -0.785-3.224492 xbarat(16) V3 -1.57

Page 14: Calcul fundatie continua

12 13 13 14 14 15 15 16 16 17 17 18132.5 15 15 30

0.47917 0.054246 0.054246 0.108491 0.785 0.785

Page 15: Calcul fundatie continua

lc 276.52 0 11 2 2 3 3 4 4 5 5 6x 30 15 15 56 56 56xbarat 0.785 0.785 0.108491 0.054246 0.054246 0.202517 0.202517 0.202517

8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 1615 57.5 57.5 57.5 57.5 15 15 30

0.054246 0.207942 0.207942 0.207942 0.207942 0.054246 0.054246 0.108491

Page 16: Calcul fundatie continua

6 7 7 857 15

0.206133 0.054246

16 17 17 18

0.785 0.785