Excel diseño de Platea

7/23/2019 Excel diseo de Platea

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Mdulo de Balastro o Mdulo de Winkler (K30)

P = 1 TnA = 1 m2

K30 = 39.37007874 Tn/m3

Mdulo de Balastro segn tipo de suelo

Tabla 1

Clase de Suelo Coefciene de

#alo $%&' 0.( ) 1.0 K*/m#edio $A"cillas +,medas' 2.0 ) -.0 K*/m

!ueno $A"enas' 7.0 ) 10.0 K*/!ueno $"aas' 10.0 ) 17.0 K*

Tabla 2

Clase de Suelo

Suelo li*e"o de u"ba cene*osoSuelo esado de u"ba cene*osoA"ena fna de "ibe"aCaas de +umus a"ena *"aa

Tie""a a"cillosa moadaTie""a a"cillosa +,medaTie""a a"cillosa secaTie""a a"cillosa seca du"a&umus f"memene es"aifcado con a"ena ocas iedas&umus f"memene es"aifcado con a"ena muc+as ied"as"aa fna muc+a a"ena fna"aa media a"ena fna"aa media a"ena *"uesa"aa *"uesa a"ena *"uesa

Dimensionamiento

eseso" = 1.05 m$emea" con 1/10 de la lu mao"'

K30 = 10000 Tn/m35a = 2-.4 Tn/m2 Tio Suelo = "anula"5n = 23.7- Tn/m2

=


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5u $Tn/m2' Si*no ;sue"o1.0138:519 T"accin mena" a?ial ce"ca a ese u613.733;;88 Com"esin Cumle con 5neo63.88855;8 Com"esin Cumle con 5neo

619.;195307:39 Com"esin Cumle con 5neo

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5u $Tn/m2' Si*no ;sue"o

610.3;15;98 Com"esin Cumle con 5neo61.99087335 Com"esin Cumle con 5neo615.55:851095 Com"esin Cumle con 5neo68.091:911:33 Com"esin Cumle con 5neo

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61785.97:5 ,n)2024.19Tn.m

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618.85:3;59: Com"esin Cumle con 5neo60.907:39799; Com"esin Cumle con 5neo

(?u)

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5u $Tn/m2' Si*no ;sue"o68.8309:0:395 Com"esin Cumle con 5neo

611.198;15598 Com"esin Cumle con 5neo613.:;;:7:1;3 Com"esin Cumle con 5neo618.;01;:3889 Com"esin Cumle con 5neo

60:;.9375 ,n973.88 Tn.m

)((.(911-Tn.m)12.041-(Tn.m

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5u $Tn/m2' Si*no ;sue"o0.3:8:55;389 T"accin mena" a?ial ce"ca a ese u

618.9813583 Com"esin Cumle con 5neo6;.;80783037 Com"esin Cumle con 5neo6.155807798 Com"esin Cumle con 5neo

60:;.9375 ,n

104-.74Tn.m)((.(911-Tn.m12.041-(Tn.m1003.1:,n.m)2930.17Tn.m

)47.14 Tn.m0 Tn.m

6:88.30,n.m

5u $Tn/m2' Si*no ;sue"o613.88831;38: Com"esin Cumle con 5neo

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6.5:55:9:918 Com"esin Cumle con 5neo61:.171519;: Com"esin Cumle con 5neo

68.:9501:3:3 Com"esin Cumle con 5neo

60:;.93775 ,n)27(1.27Tn.m

)((.(911-Tn.m0 Tn.m

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)(.4131 Tn.m99;.;: ,n.m

5u $Tn/m2' Si*no ;sue"o617.859;55958 Com"esin Cumle con 5neo

60.08980039 Com"esin Cumle con 5neo61.78:05:58 Com"esin Cumle con 5neo6;.:::50:3::9 Com"esin Cumle con 5neo

60:;.93595 ,n

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4771.89Tn.m)((.(911-Tn.m

0 Tn.m;817.30,n.m

890.79 Tn.m)47.14 Tn.m

(.4131 Tn.m9;:.08 ,n.m

5u $Tn/m2' Si*no ;sue"o3.393;7:5955 T"accin mena" a?ial ce"ca a ese u0.1:5:8:538 in< aumena" mena" a?ial ce"ca a ese u

61.:5387001 Com"esin Cumle con 5neo65.1;11771: Com"esin Cumle con 5neo

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"nterpolain de ?u en #ranEas en

5u1R )7.73089094Tn/m25u2R )11.18741(-Tn/m3

1 2 3 45u )7.73089094 69.3;07195 6:.7751::1 610.:;1;J 0 2.9 9.2 1(.27

5u3R )13.9449-91Tn/m2

5u4R )17.4014938Tn/m3

22 23 24 2(5u )13.9449-91 61;.597805 615.:909 617.79308J 0 2.9 9.2 12.37

1- 19 215u )12.8(77719 617.05751)1-.31(2282

J 0 14.4( 1(.-2

"nterpolain de ?u en #ranEas en

5u3R )13.9449-91Tn/m25u1R )7.73089094Tn/m3

1 - 11 1-5u )7.73089094 69.;3:800: 610.91771 61.95888J 0 1.33 (.79 9.-2

5u4R )17.4014938Tn/m25u2R )11.18741(-Tn/m3

( 10 1( 20


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5u )11.18741(- 611.9:5719 61;.80;:3 615.91;7:;J 0 1.33 (.79 8.-9


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1.; @ 1.8

?1 F2.9 -.3

1.33(

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617.3159)17.401493779.-3 11.-7


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? F-.07 1.17

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Excel diseño de Platea

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