Fadum Mecanica de Suelos inegenieria civil
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Transcript of Fadum Mecanica de Suelos inegenieria civil
![Page 1: Fadum Mecanica de Suelos inegenieria civil](https://reader035.fdocuments.net/reader035/viewer/2022082211/56d6c02a1a28ab3016993853/html5/thumbnails/1.jpg)
z w tn/m2 punto A w tn/m2 punto A w tn/m21 3 0 4 1.27155093 52 0 0.626349573 0 0.400645114 0 0.281348195 0 0.207575986 0 0.15845687 0 0.124257918 0 0.099646529 0 0.08144636
10 0 0.06766907
z w tn/m2 punto B w tn/m2 punto B w tn/m21 3 0.00073933 4 0.02322775 52 0.00455216 0.090469283 0.01047354 0.131579594 0.01577739 0.13741975 0.01901108 0.126198546 0.02020355 0.110029537 0.01997041 0.094082288 0.01892642 0.080063959 0.01750712 0.06827765
10 0.01597587 0.05853365
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punto A w tn/m2 punto A z punto A0.00190292 6 0.00228351 1 4 tn/m20.01193634 0.01432361 20.02817765 0.03381318 30.04364965 0.05237958 40.05402249 0.06482699 5
0.0587957 0.07055484 60.05931298 0.07117558 70.05717765 0.06861318 80.05364055 0.06436866 90.04952162 0.05942594 10
punto B w tn/m2 punto B0.00123222 6 0.034841620.00758693 0.13570392
0.0174559 0.197369390.02629565 0.206129550.03168514 0.189297820.03367259 0.16504430.03328402 0.141123420.03154404 0.120095920.02917854 0.102416470.02662645 0.08780047
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x y n m punto A x0 4 0 4 5 tn/m2 5
0 20 1.333333330 10 0.80 0.666666670 0.571428570 0.50 0.444444440 0.4
000000000
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y n m punto A x y4 5 4 6 tn/m2 5 4
2.5 21.66666667 1.33333333
1.25 11 0.8
0.83333333 0.666666670.71428571 0.57142857
0.625 0.50.55555556 0.44444444
0.5 0.4
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n m punto B x y n5 4 3 tn/M2 5 2 5
2.5 2 2.51.66666667 1.33333333 1.66666667
1.25 1 1.251 0.8 1
0.83333333 0.66666667 0.833333330.71428571 0.57142857 0.71428571
0.625 0.5 0.6250.55555556 0.44444444 0.55555556
0.5 0.4 0.5
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m punto B x y n m2 4tn/m2 2.5 4 2.5 41 1.25 2
0.66666667 0.83333333 1.333333330.5 0.625 10.4 0.5 0.8
0.33333333 0.41666667 0.666666670.28571429 0.35714286 0.57142857
0.25 0.3125 0.50.22222222 0.27777778 0.44444444
0.2 0.25 0.4
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punto B x y n m punto A5 tn/m2 5 2 5 2 6 tn/m2
2.5 11.66666667 0.66666667
1.25 0.51 0.4
0.83333333 0.333333330.71428571 0.28571429
0.625 0.250.55555556 0.22222222
0.5 0.2
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x y n m2.5 4 2.5 4
1.25 20.83333333 1.33333333
0.625 10.5 0.8
0.41666667 0.666666670.35714286 0.57142857
0.3125 0.50.27777778 0.44444444
0.25 0.4
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z w tn/m2 punto A w tn/m2 punto A w tn/m21 6 1.90932691 8 0.63594502 122 0.95121988 0.810128293 0.62634957 0.674353394 0.45839287 0.539304195 0.35356901 0.434037646 0.28134819 0.353653097 0.22873852 0.291755988 0.18907563 0.24351897
z w tn/m2 punto B w tn/m2 punto B w tn/m21 6 0.07594953 8 0.63594502 122 0.2355721 0.810128293 0.29622897 0.674353394 0.28875764 0.539304195 0.25838228 0.434037646 0.2241487 0.353653097 0.19248237 0.291755988 0.16509458 0.24351897
presión ejercida de las cargas distribuidas en el punto "C" por el método de la ecuación de aumento de acuerdo a la posición de la cordenada (una unidad)
x y z peso (w) profundidad 1m
1 7 1 6 0.477180 7 1 8 2.546091 7 1 12 0.954372 7 1 16 0.20304
sumatoria 4.18068
x y z peso (w) profundidad 2m
1 7 2 6 0.609120 7 2 8 1.270451 7 2 12 1.218252 7 2 16 0.63168
sumatoria 3.72950
x y z peso (w) profundidad 3m
1 7 3 6 0.509760 7 3 8 0.840721 7 3 12 1.019522 7 3 16 0.79918
sumatoria 3.16918
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punto A w Tn/m2 punto A suma total 0.15189905 16 0.0499521 2.747123090.47114419 0.23405746 2.466549830.59245795 0.40428628 2.297447190.57751529 0.48273956 2.057951910.51676456 0.49084539 1.79521660.4482974 0.46276648 1.54606516
0.38496475 0.42050562 1.325964870.33018917 0.37537715 1.13816092
punto B w Tn/m2 punto B suma total 3.81865383 16 1.27189004 5.802438411.90243977 1.62025658 4.568396741.25269915 1.34870677 3.571988280.91678574 1.07860837 2.823455950.70713802 0.86807528 2.267633230.56269638 0.70730618 1.847804350.45747704 0.58351195 1.525227340.37815126 0.48703794 1.27380276
presión ejercida de las cargas distribuidas en el punto "C" por el método de la ecuación de aumento de acuerdo a la posición de la cordenada (una unidad)
x y z peso (w) profundidad 4m
1 7 4 6 0.411360 7 4 8 0.620771 7 4 12 0.822722 7 4 16 0.78621
sumatoria 2.64106
x y z peso (w) profundidad 5m
1 7 5 6 0.334930 7 5 8 0.484441 7 5 12 0.669862 7 5 16 0.71151
sumatoria 2.20073
x y z peso (w) profundidad 6m
1 7 6 6 0.276390 7 6 8 0.390481 7 6 12 0.552772 7 6 16 0.62480
sumatoria 1.84444
0 1 2 3 4 5 6 7 8 90
0.5
1
1.5
2
2.5
3
punto A
0 1 2 3 4 5 6 7 8 90
1
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5
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punto B
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x y z peso (w) profundidad 7m
1 7 7 6 0.230900 7 7 8 0.321541 7 7 12 0.461802 7 7 16 0.54302
sumatoria 1.55725
x y z peso (w) profundidad 8m
1 7 8 6 0.194990 7 8 8 0.268971 7 8 12 0.389992 7 8 16 0.47100
sumatoria 1.32495
x y z peso (w) profundidad 9m
1 7 9 6 0.166270 7 9 8 0.227831 7 9 12 0.332542 7 9 16 0.40930
sumatoria 1.13595
0 1 2 3 4 5 6 7 8 90
0.5
1
1.5
2
2.5
3
punto A
0 1 2 3 4 5 6 7 8 90
1
2
3
4
5
6
7
punto B
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presión ejercida de las cargas distribuidas en el punto "C" por el método de la ecuación de descontar de acuerdo a la posición de la cordenada (una unidad)
x y z peso (w) profundidad 10m
1 7 10 6 0.143030 7 10 8 0.195031 7 10 12 0.286062 7 10 16 0.35704
sumatoria 0.98117
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presión ejercida de las cargas distribuidas en el punto "C" por el método de la ecuación de descontar de acuerdo a la posición de la cordenada (una unidad)
x y z peso (w) profundidad 1m
1 1 1 6 0.367550 1 1 8 2.250791 1 1 12 0.735102 1 1 16 0.11782
sumatoria 3.47126
x y z peso (w) profundidad 2m
1 1 2 6 0.353460 1 2 8 0.797171 1 2 12 0.706922 1 2 16 0.30652
sumatoria 2.16408
x y z peso (w) profundidad 3m
1 1 3 6 0.226150 1 3 8 0.389211 1 3 12 0.452302 1 3 16 0.31843
sumatoria 1.38608
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presión ejercida de las cargas distribuidas en el punto "C" por el método de la ecuación de
x y z peso (w) profundidad 4m
1 1 4 6 0.146760 1 4 8 0.227061 1 4 12 0.293532 1 4 16 0.26250
sumatoria 0.92985
x y z peso (w) profundidad 5m
1 1 5 6 0.100690 1 5 8 0.147901 1 5 12 0.201382 1 5 16 0.20500
sumatoria 0.65497
x y z peso (w) profundidad 6m
1 1 6 6 0.072680 1 6 8 0.103721 1 6 12 0.145362 1 6 16 0.15976
sumatoria 0.48152
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x y z peso (w) profundidad 7m
1 1 7 6 0.054680 1 7 8 0.076661 1 7 12 0.109362 1 7 16 0.12616
sumatoria 0.36685
x y z peso (w) profundidad 8m
1 1 8 6 0.042520 1 8 8 0.058921 1 8 12 0.085032 1 8 16 0.10134
sumatoria 0.28781
x y z peso (w) profundidad 9m
1 1 9 6 0.033960 1 9 8 0.046681 1 9 12 0.067912 1 9 16 0.08280
sumatoria 0.23134
0 2 4 6 8 10 120.00000
0.20000
0.40000
0.60000
0.80000
1.00000
1.20000
1.40000
1.60000
1.80000
2.00000
punto C
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0 2 4 6 8 10 120.00000
0.20000
0.40000
0.60000
0.80000
1.00000
1.20000
1.40000
1.60000
1.80000
2.00000
punto C
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x y z peso (w) profundidad 10m
1 1 10 6 0.027720 1 10 8 0.037881 1 10 12 0.055432 1 10 16 0.06871
sumatoria 0.18974
0 2 4 6 8 10 120.00000
0.20000
0.40000
0.60000
0.80000
1.00000
1.20000
1.40000
1.60000
1.80000
2.00000
punto C
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0 2 4 6 8 10 120.00000
0.20000
0.40000
0.60000
0.80000
1.00000
1.20000
1.40000
1.60000
1.80000
2.00000
punto C
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gráficaesfuerzo Z
0.70942 -11.56542 -21.78310 -31.71121 -41.54576 -51.36292 -61.19040 -71.03713 -80.90461 -90.79143 -10
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triangulo equilatero z w tn/m2 punto A SUMATORIA w tn/m2 punto A1 10 0.32134001 0.64268001 30 0.964020022 0.61274936 1.22549873 1.838248093 0.55552272 1.11104544 1.666568164 0.43357999 0.86715998 1.300739975 0.3305866 0.66117319 0.991759796 0.25460115 0.50920229 0.763803447 0.19977316 0.39954632 0.599319488 0.15986762 0.31973523 0.47960285
0 1 2 3 4 5 6 7 8 90
1
2
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8
triangulo equilatero
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triangulo equilatero SUMATORIA w tn/m2 punto A SUMATORIA suma total 1.92804003 20 0.64268001 1.28536002 -1 3.856080063.67649619 1.22549873 2.45099746 -2 7.352992383.33313631 1.11104544 2.22209088 -3 6.666272632.60147994 0.86715998 1.73431996 -4 5.202959891.98351957 0.66117319 1.32234638 -5 3.967039141.52760688 0.50920229 1.01840459 -6 3.055213761.19863896 0.39954632 0.79909264 -7 2.39727792
0.9592057 0.31973523 0.63947046 -8 1.91841139
0 1 2 3 4 5 6 7 8 90
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8
triangulo equilatero