interaccion losa de cimentacion
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7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
)
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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9.35002498
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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)
7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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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
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7/23/2019 Interaccion Losa de Cimentacion
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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
7/23/2019 Interaccion Losa de Cimentacion
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!E *&* /,&LE#
Celo loa de ime$taiD$ ( kPa ) m 49.1
2 3 4 B
40.15003 40.15003 23.16450 13.6355 25.88103
6.399641 6.399641 38.3465363 22.842282 42.8434685123.92648 123.92648 0.50046 41.8929434 8.55015
123.92648 123.92648 0.50046 41.8929434 8.55015
6.399641 6.399641 38.3465363 22.842282 42.8434685
40.15003 40.15003 23.16450 13.6355 25.88103.340449 .340449 44.0060396 26.1469155
* E+*,&L
Am 0.01863532
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