interaccion losa de cimentacion

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



< & 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



-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



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



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



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

)



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



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



9.35002498



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



&*+, !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



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



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



&*+, !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



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)



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



!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



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



!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

interaccion losa de cimentacion

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