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CARACTERISTICAS DE LA CIMENTACION:
B (m) = 24.00 K =
L (m) = 30.00E (kPa) =
ESPESOR DE LOS ESTRATOS:
4.80
3.20
COMPRESIBILIDAD DE LOS ESTRATOS:
A 1 2 3 4
1.00E-04 6.00E-05 4.00E-05 4.00E-05 6.00E-05
8.00E-05 4.00E-05 2.00E-05 2.00E-05 4.00E-05
4.80E-04 2.88E-04 1.92E-04 1.92E-04 2.88E-04
2.56E-04 1.28E-04 6.40E-05 6.40E-05 1.28E-04
Geometria de la !o"ela#e$tido lar%o
!o"ela & !o"ela 1 !o"ela 2 !o"ela 3 !o"ela 4B 5 5 5 5 5L 24.00 24.00 24.00 24.00 24.00& 120 120 120 120 120
' 0 5 10 15 20 25 20 15 10 5
&*+, !E ,/LE,&# ++E#P!,E*E & L& !EL& &
& 1 2 3 4 1.33400669 1.13859126 0.8622539458 0.668584323 0.53210028
0.8058034941 1.2610933823 1.38110448 1.434503691 1.4645314639
-0.805803494 0.8058034941 1.2610933823 1.38110448 1.434503691
& 1 2 3 4 1.0808390005 0.958124 0.90323466 0.6343656146 0.5191656514
0.32398446 0.86430211 1.095948684 1.2201913042 1.293610654
-0.3239844 0.32398446 0.86430211 1.095948684 1.2201913042
7 (k%m2)=
E (k%m2)=
:& ( m ) = 1 (m) =
:B ( m ) = 2 (m) =
MZ
A (m2/kN)
Mz
B (m2/kN)
&
B
;1
;2
;1
;2
![Page 2: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/2.jpg)
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< & 1 2 3 42.40 0.894286848 0.050899304 0.001362528 0.000151418 3.0515E-0056.40 0.51230016 0.1953588864 0.028542984 0.005039403 0.001218910
&*+, !E ,/LE,&# ++E#P!,E*E & L& !EL& 2
& 1 2 3 4 0.8622539458 1.13859126 1.33400669 1.13859126 0.8622539458
1.38110448 1.2610933823 0.8058034941 1.2610933823 1.38110448
1.2610933823 0.8058034941 -0.805803494 0.8058034941 1.2610933823
& 1 2 3 4 0.90323466 0.958124 1.0808390005 0.958124 0.90323466
1.095948684 0.86430211 0.32398446 0.86430211 1.095948684
0.86430211 0.32398446 -0.3239844 0.32398446 0.86430211
< & 1 2 3 42.40 0.001362528 0.050899304 0.894286848 0.050899304 0.0013625286.40 0.028542984 0.1953588864 0.51230016 0.1953588864 0.028542984
E&, &*+,,&L !E &#E*&,E*# (E
&*+, !E !E#PL&&,E*# ,*&+,# #E*,! L&+G !E L& ,E*&,
4.6805E-006 6.20365E-00 6.63418E-008 1.13564E-008 2.2335E-009
3.30542E-00 0.000002698 3.30542E-00 3.3159E-008 5.38E-009
1.4030E-008 1.85631E-00 1.062E-006 1.85631E-00 1.4030E-008
2.92995E-009 1.4030E-008 1.85631E-00 1.062E-006 1.85631E-00
1.339E-009 5.38E-009 3.3159E-008 3.30542E-00 0.000002698
8.358E-010 2.2335E-009 1.13564E-008 6.63418E-008 6.20365E-00
211.20531 -50022.88521 1311.251316 -583.901569 -.1216584-26691.658 38199.24621 -2968.65365 640.881286 -349.5416410.884835 -41088.84802 60082.8448 -6465.92634 00.59491508-13.2028216 00.59491508 -6465.92634 60082.8448 -41088.84802-39.3310839 -349.541641 640.881286 -2968.65365 38199.24621
;1
;2
;1
;2
![Page 3: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/3.jpg)
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-1.3035354 -.1216584 -583.901569 1311.251316 -50022.88521
4.6805E-006 6.20365E-00 6.63418E-008 1.13564E-008 2.2335E-0093.30542E-00 0.000002698 3.30542E-00 3.3159E-008 5.38E-0091.4030E-008 1.85631E-00 1.062E-006 1.85631E-00 1.4030E-0082.92995E-009 1.4030E-008 1.85631E-00 1.062E-006 1.85631E-001.339E-009 5.38E-009 3.3159E-008 3.30542E-00 0.0000026988.358E-010 2.2335E-009 1.13564E-008 6.63418E-008 6.20365E-00
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250.00 d 612500.00
19642.3519382094
2.40
6.40 >e 35?400.00 k
B
1.00E-04
8.00E-05
4.80E-04
2.56E-04
!ita$ia @@
!o"ela B !o"ela & 0 5 105 !o"ela 1 5 0 5
24.00 !o"ela 2 10 5 0120 !o"ela 3 15 10 5
25 !o"ela 4 20 15 100 !o"ela B 25 20 15
&*+, !E ,/LE,&# ++E#P!,E*E & L& !
B & 1 20.44533113 1.13859126 1.33400669 1.13859126
1.483441642 1.2610933823 0.8058034941 1.2610933823
1.4645314639 0.8058034941 -0.805803494 0.8058034941
B & 1 20.435261388 0.958124 1.0808390005 0.958124
1.3421392382 0.86430211 0.32398446 0.86430211
1.293610654 0.32398446 -0.3239844 0.32398446
;1
;2
;1
;2
![Page 5: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/5.jpg)
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B < & 1 20.00000808 2.40 0.050899304 0.894286848 0.050899304
0.00035489 6.40 0.1953588864 0.51230016 0.1953588864
&*+, !E ,/LE,&# ++E#P!,E*E & L& !
B < & 1 20.668584323 2.40 0.000151418 0.001362528 0.050899304
1.434503691 6.40 0.005039403 0.028542984 0.1953588864
1.38110448&*+, !E ,/LE,&# ++E#P!,E*E & L& !
B0.6343656146 < & 1 2
1.2201913042 2.40 3.051461E-005 0.000151418 0.001362528
1.095948684 6.40 0.001218910 0.005039403 0.028542984
B &*+, !E ,/LE,&# ++E#P!,E*E & L& !0.0001514180.005039403 < & 1 2
2.40 0.00000808 3.0515E-005 0.0001514186.40 0.00035489 0.001218910 0.005039403
)
+7i A7m
8.358E-010 0.002
1.339E-009
=
0.002
2.92995E-009 0.002
1.4030E-008 0.002
3.30542E-00 0.002
4.6805E-006 0.002
A7m +7i
-1.3035354 0.002 335.54489-39.3310839 0.002 564.818866-13.2028216
0.002
=992.6866944
0.884835 0.002 992.6866944-26691.658 0.002 564.818866
+1
+2
+3
+4
+5
+6
![Page 6: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/6.jpg)
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211.20531 0.002 335.54489
>7e 386.0861422
+i Am
8.358E-010 313.62986 0.01800051.339E-009 5280.245 0.01800052.92995E-009
9281.64539
=0.0180005
1.4030E-008 9281.64539 0.01800053.30542E-00 5280.245 0.01800054.6805E-006 313.62986 0.0180005
26.1469155044.006039564.34044929.3404492944.00603956426.14691550
i(km2
)
![Page 7: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/7.jpg)
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15 20 2510 15 205 10 150 5 10
5 0 510 5 0
EL& 1
3 4 B0.86225395 0.66858432 0.5321
1.381104 1.434503 1.46453146
1.26109338 1.381104 1.434503
3 4 B0.903235 0.63436561 0.51916565
1.095948 1.2201913 1.293610
0.864302 1.095948 1.2201913
![Page 8: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/8.jpg)
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3 4 B0.00136253 0.00015142 3.051E-0050.02854298 0.0050394 0.00121891
EL& 3
3 4 B0.8942868 0.0508993 0.00136253
0.51230 0.19535889 0.02854298
EL& 4
3 4 B
0.0508993 0.8942868 0.0508993
0.19535889 0.51230 0.19535889
EL& B
3 4 B0.00136253 0.0508993 0.89428680.02854298 0.19535889 0.51230
![Page 9: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/9.jpg)
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9.35002498
![Page 10: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/10.jpg)
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CARACTERISTICAS DE LA CIMENTACION:
B (m) = 24.00 K =
L (m) = 30.00E (kPa) =
ESPESOR DE LOS ESTRATOS:
4.80
3.20
COMPRESIBILIDAD DE LOS ESTRATOS:
A 1 2 3 4
1.00E-04 6.00E-05 4.00E-05 4.00E-05 6.00E-05
8.00E-05 4.00E-05 2.00E-05 2.00E-05 4.00E-05
4.80E-04 2.88E-04 1.92E-04 1.92E-04 2.88E-04
2.56E-04 1.28E-04 6.40E-05 6.40E-05 1.28E-04
Geometria de la !o"ela
#e$tido orto
!o"ela & !o"ela 1 !o"ela 2 !o"ela 3 !o"ela 4L 4.00 4.00 4.00 4.00 4.00B 30.00 30.00 30.00 30.00 30.00
& 120 120 120 120 120' 0 4 8 12 16
20 16 12 8 4
&*+, !E ,/LE,&# ++E#P!,E*E & L& !EL& &
& 1 2 3 4 1.41214106 1.26929309 1.062349 0.88646932 0.46023
0.6943828 1.19028995 1.33525135 1.40101805 1.4382449-0.6943828 0.6943828 1.19028995 1.33525135 1.40101805
& 1 2 3 4 1.1651485 1.10463536 0.915116 0.8343101 0.1624543
0.3028848 0.5315128 1.00148314 1.1420183 1.22918084
-0.3028848 0.3028848 0.5315128 1.00148314 1.1420183
< & 1 2 3 4
2.40 0.82906331 0.08164296 0.00314633 0.00039548 8.68E-0056.40 0.43268892 0.21444623 0.0482583 0.01105161 0.00312196
7 (k%m2)=
E (k%m2)=
:& ( m ) = 1 (m) =
:B ( m ) = 2 (m) =
MZ
A (m2/kN)
Mz
B (m2/kN)
&
B
;1
;2
;1
;2
![Page 11: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/11.jpg)
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&*+, !E ,/LE,&# ++E#P!,E*E & L& !EL& 2
& 1 2 3 4 1.062349 1.26929309 1.41214106 1.26929309 1.062349
1.33525135 1.19028995 0.6943828 1.19028995 1.33525135
1.19028995 0.6943828 -0.6943828 0.6943828 1.19028995
& 1 2 3 4 0.915116 1.10463536 1.1651485 1.10463536 0.915116
1.00148314 0.5315128 0.3028848 0.5315128 1.00148314
0.5315128 0.3028848 -0.3028848 0.3028848 0.5315128
< & 1 2 3 42.40 0.00314633 0.08164296 0.82906331 0.08164296 0.003146336.40 0.0482583 0.21444623 0.43268892 0.21444623 0.0482583
E&, &*+,,&L !E &#E*&,E*# (
&*+, !E !E#PL&&,E*# ,*&+,# #E*,! L&+G !E L& ,E*&,
4.2393E-006 .8406E-00 1.1554E-00 2.5159E-008 .0113E-0094.2469E-00 2.4513E-006 4.2469E-00 5.902E-008 1.238E-008
3.02E-008 2.4500E-00 1.553E-006 2.4500E-00 3.02E-008
6.520E-009 3.02E-008 2.4500E-00 1.553E-006 2.4500E-00
3.540E-009 1.238E-008 5.902E-008 4.2469E-00 2.4513E-006
2.360E-009 .0113E-009 2.5159E-008 1.1554E-00 .8406E-00
24305.4 -8281.5119 3506.09546 -141.21498 -11.665394-42548.800 433056.60 -11532.36 264.31216 -920.1288141954.8182 -66951.4365 66631.234 -10459.66 2452.22564-43.482611 2452.22564 -10459.66 66631.234 -66951.4365-8.5210838 -920.128814 264.31216 -11532.36 433056.60-48.319352 -11.665394 -141.21498 3506.09546 -8281.5119
;1
;2
;1
;2
![Page 12: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/12.jpg)
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4.2393E-006 .8406E-00 1.1554E-00 2.5159E-008 .0113E-0094.2469E-00 2.4513E-006 4.2469E-00 5.902E-008 1.238E-0083.02E-008 2.4500E-00 1.553E-006 2.4500E-00 3.02E-0086.520E-009 3.02E-008 2.4500E-00 1.553E-006 2.4500E-003.540E-009 1.238E-008 5.902E-008 4.2469E-00 2.4513E-0062.360E-009 .0113E-009 2.5159E-008 1.1554E-00 .8406E-00
![Page 13: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/13.jpg)
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250.00 d 612500.00
19642.3519382094
2.40
6.40 >e 35?400.00 k
B
1.00E-04
8.00E-05
4.80E-04
2.56E-04
!ita$ia @@
!o"ela B !o"ela & 0 4 84.00 !o"ela 1 4 0 430.00 !o"ela 2 8 4 0
120 !o"ela 3 12 8 420 !o"ela 4 16 12 8
0 !o"ela B 20 16 12
&*+, !E ,/LE,&# ++E#P!,E*E & L&
B & 1 20.6400321 1.26929309 1.41214106 1.26929309
1.46213511 1.19028995 0.6943828 1.190289951.4382449 0.6943828 -0.6943828 0.6943828
B & 1 20.6202094 1.10463536 1.1651485 1.10463536
1.280054 0.5315128 0.3028848 0.5315128
1.22918084 0.3028848 -0.3028848 0.3028848
B < & 1 2
2.656E-005 2.40 0.08164296 0.82906331 0.081642960.00106396 6.40 0.21444623 0.43268892 0.21444623
;1
;2
;1
;2
![Page 14: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/14.jpg)
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&*+, !E ,/LE,&# ++E#P!,E*E & L&
B < & 1 20.88646932 2.40 0.00039548 0.00314633 0.08164296
1.40101805 6.40 0.01105161 0.0482583 0.21444623
1.33525135
&*+, !E ,/LE,&# ++E#P!,E*E & L&B
0.8343101 < & 1 2
1.1420183 2.40 8.68E-005 0.00039548 0.00314633
1.00148314 6.40 0.00312196 0.01105161 0.0482583
B &*+, !E ,/LE,&# ++E#P!,E*E & L&0.000395480.01105161 < & 1 2
2.40 2.656E-005 8.68E-005 0.000395486.40 0.00106396 0.00312196 0.01105161
&)
+7i A7m
2.360E-009 0.0023.540E-009
=
0.002
6.520E-009 0.002
3.02E-008 0.002
4.2469E-00 0.002
4.2393E-006 0.002
A7m +7i
-48.319352 0.002 334.449-8.5210838 0.002 553.694185-43.482611
0.002
=1018.0636
1954.8182 0.002 1018.0636-42548.800 0.002 553.69418524305.4 0.002 334.449
>7e 3812.4808
+i Am
+1
+2
+3
+4
+5
+6
![Page 15: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/15.jpg)
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2.360E-009 3105.236 0.0185063.540E-009 5141.21622 0.0185066.520E-009
9453.06018
=0.018506
3.02E-008 9453.06018 0.0185064.2469E-00 5141.21622 0.0185064.2393E-006 3105.236 0.018506
25.8810342.84346858.550158.5501542.843468525.88103
i(km2)
![Page 16: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/16.jpg)
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12 16 208 12 164 8 12
0 4 84 0 4
8 4 0
!EL& 1
3 4 B1.062349 0.88646932 0.46023
1.33525135 1.40101805 1.43824491.19028995 1.33525135 1.40101805
3 4 B0.915116 0.8343101 0.1624543
1.00148314 1.1420183 1.22918084
0.5315128 1.00148314 1.1420183
3 4 B
0.00314633 0.00039548 8.68E-0050.0482583 0.01105161 0.00312196
![Page 17: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/17.jpg)
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!EL& 3
3 4 B0.82906331 0.08164296 0.00314633
0.43268892 0.21444623 0.0482583
!EL& 4
3 4 B
0.08164296 0.82906331 0.08164296
0.21444623 0.43268892 0.21444623
!EL& B
3 4 B0.00314633 0.08164296 0.829063310.0482583 0.21444623 0.43268892
9.28529929
![Page 18: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/18.jpg)
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E#/E+
ECer<o de o$tat
/atore de ditriCiD$ & 1
0.52639383 & 13.6355 23.16450
0.8139258 , 22.842282 38.34653631.60221359 ,, 41.8929434 0.50046
1.60221359 ,,, 41.8929434 0.50046
0.8139258 , 22.842282 38.3465363
0.52639383 B 13.6355 23.1645026.1469155 44.0060396
!E#PL&&,E
0.0180005
0.018506
& =
, =/,, =
,,, =
, =
B =
A#e$tido lar%o
A#e$tido orto
![Page 20: Interaccion Losa de Cimentacion](https://reader036.vdocumento.com/reader036/viewer/2022081810/5695d0df1a28ab9b029434d7/html5/thumbnails/20.jpg)
7/23/2019 Interaccion Losa de Cimentacion
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Celo loa de ime$taiD$ ( kPa ) m 49.1
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123.92648 123.92648 0.50046 41.8929434 8.55015
6.399641 6.399641 38.3465363 22.842282 42.8434685
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