p·~tjddd!38 - nuevadaya.com · cargas mayoradas con el coeficiente gamma.f, deben ser menores que...

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14 tit Ministerio de Vivienda

. Direcci6n General de Arquitecturly Politica de Vivienda

Autorlzaci6n d~ {]so adaptada a R.D. 64212002:n"

LA HOYA, P.3, N° 4, Vereda de03280 ELCHE (Alicante)

Sendres, 4

Jordi Amat ~

7 0 5 4 - 0 ~adUC~ a~osJ~~~'f~04Visado EI Jefe de e-:.doll

40tV5

15fV4

15 V315 V2

22,5 V1

,,,26 ,}19," ",,1a" 110 "1 1

" 701~' 50

PESO (kN/ml) : 0.242.- BLOQUES ALIGERANTES

Cotas en mmt bs i " 200 "

p·~tJDDD!38hb Qb ,,20

ARMADURA DE REP~RTO (Segun EFHE~/

PESO (N/ud.)Ceramico Hormig6n Poliest.

79 155 285 166 289 172 295 183 3105 202 4

190

0 0:+: 25

Cotas y coordenadas en mmhb b bs P.1

B17* 71 172B20* 71 202B22* 71 222B25* 71 252B30* 71 302

590 480590 480590 480590 480590 480

25; 6325; 6330; 7530; 7535; 85

s S<:l

TIPO DE FORJADO HORMIGON IN SITU PESO (kN/m2)( h + C ) * s [ /D] BLOQUE litros/m2 Cera-mico Hormig6n Poliest.

(17+ 4)* 71. B17* 71 59 2.27 2.80(17+ 4)* 82. D B17* 71 67 2.63 3.09(17+ 5)* 71. B17* 71 69 2.51 3.04 1.96(17+ 5)* 82. D B17* 71 77 2.86 3.32 2.39(20+ 4)* 71. B20* 71 67 2.49 3.06(20+ 4)* 82. D B20* 71 78 2.92 3.41(20+ 5)* 71. B20* 71 77 2.73 3.29 2.15(20+ 5)* 82. D B20* 71 88 3.16 3.65 2.65(22+ 4)* 71. B22* 71 72 2.65 3.23

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14

LA HOYA, P.3, N° 4, Vereda de Sendres, 403280 ELCHE (Alieante)

IIMinisterio de Yivienda

Direccion General de Arquitecturay PoHtica de Vivienda

Autorizacion de Uso adaptada a R.D. 64211002:n°

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco arias

Visado EI Jefe de la Shc:io~

TIPO DE FORJADO HORMIGON IN SITU( h + e ) * s [ /Dl BLOQUE litros/m2(22+ 4)* 82. D B22* 71 85(22+ 5)* 71. B22* 71 82(22+ 5)* 82. D B22* 71 95(25+ 4)* 71. B25* 71 80(25+ 4) * 82. D B25* 71 96(25+ 5)* 71. B25* 71 90(25+ 5)* 82. D B25* 71 106(30+ 5)* 71. B30* 71 103(30+ 5)* 82. D B30* 71 124

HORM. VIGUETA 1 a 5HORM. VIGUETA 6 a 7HORMIGON IN SITU .ACERO ARMADURA ACTIVAACERO REFUERZO SUPERIORACERO REFUERZO SUPERIOR

: HP-40/P/12/IIa: HP-45/P/12/IIa: HA-25/B/16/IIa: Y 1860 C I1: B400S: B500S

fek =fek =fek =fpk =fyk =fyk =

40.0 N/mm2,45.0 N/mm2,25.0 N/mm2,1667 N/mm2,400 N/mm2,500 N/mm2,

~;J

",~·~····I 4~..I~. A __ ~I D__ •.• •

• _~~.1PESO (kN/m2)

3.112.883.342.873.403.113.643.504.14

Gamma.e =Gamma.e =Gamma.e =Gamma.s =Gamma.s =Gamma.s =

3.623.463.853.493.943.734.184.194.73

2.262.81

2.453.072.783.52

1. 501.501.501.15,1.15,1.15,

NORMALNORMAL

ALTURAV (mm)

INFERIOR V1V2V3V4

SUPERIOR V5

22.5037.5052.5067.5093.00

TENSION INICIAL (N/mm2)Armadura inferiorArmadura superior

PERDIDAS FINALES (%)Armadura inferiorArmadura superior

MOMENTO FLECTOR (m·kN)SERVICIO: Sobre sopandasSERVICIO: En vaneULTIMO: Sobre sopandasULTIMO: En vaneESFUERZO CORTANTE (kN)RIGIDEZ EI (m2MN)MODULO RESIST.W1,s (em3)FUERZA PRET. pi (kN)EXCENTRICIDAD e,s (mm)CLASE EXP. AMB. RECUBR.

TIPOS DE VIGUETA1 2 3 4

1cp41cp4

13241324

13.814.6

2.01.22.83.04.80.5278

47.200.7IIIe

13241324

17.513.7

1.22.82.05.16.30.5291

61.8318.8IIa

3cp41cp4

13241324

19.414.5

1.23.52.15.87.00.5293

76.3819.0IIa

3cp42cp4

13241324

21.015.1

1.24.12.26.37.70.5295

90.7519.2IIa

4cp41cp41cp4

13241324

21.915.4

1.24.82.26.68.30.6298

105.119.2IIa

1.45.02.57.38.90.6299

110.018.5IIa

4cp42cp41cp4

12061324

21.915.7

4cp42cp41cp41cp41cp4

12061324

22.117.0

1.75.22.87.09.10.6299

123.215.6IIa


Direction General de Arquitectura. y Politica de Vivienda

Autorizaci6n de Uso adap!ddiol a R ,D. 642/1002: n"

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco aibs

Visadu EI Jete de la S-C-:7(6n11

LA HOYA, P.3, N° 4, Vereda de Sendres, 403280 ELCHE (Alicante)

(1) Los materiales colocados en obra se ensayaran segUn el Capftulo Control de Ma-teriales de la Instruccion vigente, con el nivel indicado y bajo la direcciondel responsable del control de calidad 0 del Director de Obra.En los forjados con capa de compresion de 5 cm, tipo (h+5)*s, el arido delhormigon de la obra podra ser de tamano maximo, D = 20 mm.

(2) Los valores resistentes se refieren a: los momentos flectores de 'servicio' yultimos a comparar con ~ M1d Y M2d, segUn 16.2 EFHEi justificado con ensayosel esfuerzo cortante podra aumentarsei la rigidez EI, la fuerza de pretensadopi y la excentricidad del elemento simple e,s intervienen en el calculo de lacontraflecha: yi = pi * e,s * L2 I (8 * EI). La Clase de exposicion ambientalse deduce de la tabla de recubrimientos mfnimos de 37.2.4 EHE-98i para ambien-tes mas agresivos se completara con el revestimiento adecuadoi el hormigon de-be cumplir con la tabla 37.3.2.a EHE-98.

(3) Los momentos flectores y los esfuerzos cortantes y rasantes producidos por lascargas mayoradas con el coeficiente Gamma.f, deben ser menores que los valoresultimos Mu y Vu. En general, la vigueta tipo 1 solo se colocara en voladizos.

(4) Los valores del esfuerzo cortante ultimo Vu, corresponden a 11.2 y 3 del MC-78y en la segunda columna de la flexion positiva al Eurocodigo EC-2. En flexionnegativa, los valores deben justificarse con ensayos, segun 6.3 EHE-98.

(5) El esfuerzo rasante ultimo Vu2, se ha calculado segun 47.2 EHE-98 con g = 0.5.Si se efectuan ensayos segun 14.3 y anejo 6 EFHE-02 podra aumentarse un 20%.

(6) Los valores indicados se han calculado segun 50.2.2.2 EHE-98, pero homogenei-zados. Para estimar las deformaciones se aplicara este mismo apart ado y elsiguiente de la EHE-98, limitandose las flechas segun 15.2.1 EFHE-02.A 28 dfas. Para otra edad se multiplicaran por los factores:Edad 7 dfas 14 dfas 21 dfas 3 meses 6 meses 1 ano >5 anosRigidez total 0,83 0,89 0,97 1,08 1,13 1,16 1,20Momento fisuracion 0,78 0,86 0,96 1,10 1,17 1,22 1,27

(7) Los momentos de las cargas frecuentes sin mayorar (G.f = 1) seran menores quelos momentos lfmite de servicio. D.Apl se refiere al lfmite en que las armadu-ras activas estan en zona comprimida, se comparara con cargas cuasipermanentesEl momento FIS. se refiere al de fisuracion, menor que el de la fisura 0,2 mm.

(8) La relacion x/d es la profundidad de la fibra neutra respecto al canto util.A considerar cuando el analisis se haya efectuado segun 21.4 EHE-98.

(9) En seccion tipo sin macizar, en cada refuerzo superior negativo solo podranutilizarse los elementos hasta el tipo indicado, con los cuales no se agota lacapacidad mecanica del hormigon.

(10) Wk es la abertura caracterfstica de fisura, segun 49.2.5 EHE-98, debida a unmomento solicitante Mull,S. La abertura que provocan las cargas cuasipermanen-tes es proporcional a los momentos (a favor de la durabilidad) hasta un mfnimode 0,4 Wk. SegUn 49.2.4 los lfmites de Wk son: s 0,4 mm en Clase de exposicionambiental I, s 0,3 en Clase lIb, s 0,2 en Clase IlIa y 0,1 en Clase IIIc 0 Q.Con control de ejecucion normal se modificara: recubrimiento armadura superior30 mm, reduccion de Mu = 5,5/d Y reduccion EI,fis = 10/d (d= canto util en mm)

(11) Cuando se construye sin cimbrar, al evaluar el momento solicitante para compa-rarlo con el momento lfmite de servicio, se multiplicara el peso propio delforjado por la relacion a, (modulo resistente -fibra inferior- de la seccioncompuesta dividido por el modulo de la seccion simple: W1,c I W1,s.). Sin cim-brado, las solicitaciones se estudian por fases 1a peso propio, 2a resto decargas, considerando la fluencia en las redistribuciones del esquema estatico.

(12) La excentricidad de la fuerza de pretensado en el elemento compuesto es la su-ma de la del elemento simple e,s (Apart. 5) mas el incremento indicado.

(13) Los valores del esfuerzo cortante ultimo Vu2, corresponden a la aplicacion dela ecuacion de 14.2.1 EFHE, sin armadura transversal, cumpliendo el anejo 5.


LA HOYA, P.3, N° 4, Vereda de03280 ELCHE (Alicante)

illMinisterio de Vivienda

Direccion General de Arquitecturay Politica de Vivienda

Autorlzaci6n dt Uso adaptada a RJ). 642/21)91: n"

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a 105 cinco aAoe;

Visaelo EI Jefe de la Sl.~c.ionSendres, 4

, Jordi Amat~

MOMENTOULTIMO

m'kN/m(3)

(17+ 4) T.14-1* 71. -2

12.218.523.127.632.136.440.0

1+Mo/Md=2kN/m

(4)

16.919.520.321.222.124.525.3

17.122.224.827.430.132.434.3

kN/m(4)

20.025.327.429.531.933.234.6

tipo VukN/m

(5)

20.923.723.223.022.822.622.0

FISURACION(hormig6nin situ) Mfm'kN/m

(6)

RIGIDEZTOTAL FISURADAE'Ib E·If

m2'MN/m(6)

....--...--.-

~Ano"'IP"'''

MOMENTOS LIMITEFISUR. D.Apl DESCOMP.DE SERVICIO / CLASEIII I

m'kN/m(7)

11.018.221.424.728.029.631.2

6.914.317.921.625.426.728.4

5.312.415.518.722.023.024.5

SUPERIORPORNERVIO

Mu ReI. Vig.x/d limo

m'kN/m(3) (8) (9)

expokN/m mm(4) (10)

1~ 8 3.3 .07 7 20.5 .071~10 5.0 .11 7 22.9 .072~ 8 6.4 .13 7 24.9 .071~12 7.0 .15 7 25.9 .081~ 8+1~10 8.0 .17 7 27.4 .072~10 12.7 .21 7 29.9 .071~10+1~12 15.2 .28 7 29.9 .072~12 17.4 .36 7 28.1 .071~10+1~16 20.4 .45 7 26.2 .111~12+1~16 22.3 .50 7 25.4 .122~16 26.3 .63 7 23.9.134~12 29.6 .65 2 23.4 .112~16+1~12 33.3 .67 1 22.4 .143~16 33.4 .76 1 22.4 .132~16+1~20 0.0 .00 0.0 .001~16+2~20 0.0 .00 0.0 .00

x/dm'kN/m

(3)

ReI. Vig.x/d Hm.

mm m'kN/mexpokN/m

0.0 .00 .00 4.0 .08 7 20.5 .090.0 .00 .00 6.2 .13 7 22.9 .090.0 .00 .00 7.8 .17 7 24.9 .090.0 .00 .00 11.5 .19 7 25.9 .100.0 .00 .00 13.0 .21 7 27.4 .090.0 .00 .00 15.5 .28 7 27.7 .080.0 .00 .00 18.2 .38 7 27.5 .100.0 .00 .00 20.7 .45 7 26.2 .120.0 .00 .00 24.0 .55 7 24.7 .1626.6 .03 .09 26.0 .61 7 24.0 .1733.7 .04 .09 31.6 .65 1 22.6 .1738.1 .05 .08 0.0 .00 0.0 .0042.7 .05 .09 0.0 .00 0.0 .0049.5 .06 .09 0.0 .00 0.0 .0057.7 .07 .10 0.0 .00 0.0 .0065.8 .09 .10 0.0 .00 0.0 .00

RELACION a ° RELACION Wl,c / WI,sINCREMENTOEXCENTRICIDAD (e,c-e,s),mm

(11) :

(12) :

3.3891. 7

ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 21.8ESFUERZO CORTANTEULTIMO Vu, Secci6n maciza, kN/m : 88.1ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 53.1

Wk Mu ReI. Wkx/d

mm m'kN/m rom kN/m(5)

m·kN/m(6)

0.0 .00 .00 22.9 13.00.0 .00 .00 22.8 13.00.0 .00 .00 22.9 13.10.0 .00 .00 22.6 13.10.0 .00 .00 22.8 13.20.0 .00 .00 22.8 13.20.0 .00 .00 22.7 13.30.0 .00 .00 22.6 13.429.4 .04 .12 22.5 13.532.9 .04 .12 22.5 13.641.4 .05.11 22.4 13.846.9 .06 .10 22.6 14.052.5 .07.11 22.4 14.160.6 .08.11 22.4 14.370.5 .09 .13 22.3 14.580.0 .11 .12 22.2 14.7

m2'MN/m(6)



MOMENTOULTIMO

(17+4) T.14-1*82.D -2

tit Ministerio de Vivienda

Direccion General de Arqultecturay Politica de Vivienda

Autorizaci'n dp Uso adaptada a RD. 642/2002: n°

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a !OS cinco aiios

Visado EI Jefe de la Se~cion

~ ..--~~~. -I. ,~__ I D.~_ ~~

m·kN/m(3)

1+Mo/Md=2kN/m kN/m

(4) (4)

34.743.847.451.255.257.560.0

tipo VukN/m

(5)

31.335.634.934.434.234.033.1

(hormig6nin situ) Mfm·kN/m

(6)

11.812.112.212.312.412.912.9

RIGIDEZTOTAL FISURADAE·lb E· If

m2·MN/m(6)

10.110.310.410.510.610.910.9


m·kN/m(7)

9.3

9.59.69.79.810.110.1

17.729.434.739.845.447.849.9

11.523.529.635.442.043.946.3

8.620.025.130.135.637.239.3

SUPERIORPORNERVI0


m·kN/m(3) (8) (9)

1'1'8 0.0 .001'1'10 0.0 .002'1'8 0.0 .001'1'12 0.0 .001'1'8+1'1'10 0.0 .002'1'10 8.7 .11 71'1'10+1'1'1210.5 .13 72'1'12 16.2.15 71'1'10+1'1'1619.6 .19 71'1'12+1'1'1621.8 .21 72'1'16 27.0.31 74'1'12 30.1 .36 72'1'16+1'1'1233.1 .42 73'1'16 37.2 .48 72'1'16+1'1'2041.9 .57 71'1'16+2'1'2046.1 .65 73'1'20 51.1 .69 2

20.831.539.146.653.960.966.4

34.539.440.341.342.543.844.5

38.147.952.256.661.366.069.0

RELACION a ° RELACION Wl,c / Wl,s (11): 3.13INCREMENTOEXCENTRICIDAD (e,c-e,s),mm (12) : 77.7ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 47.8ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 89.3ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 61

expokN/m mm(4) (10)

x/dm·kN/m(3)

ReI. Vig.x/d limo

mm m-kN/mexpokN/m

0.0 .000.0 .000.0 .000.0 .000.0 .0038.0 .0739.7 .0840.9 .0840.0 .0939.8 .1040.3 .1241.1 .1142.2 .1342.7 .1441.2 .1640.2 .1639.2 .16

0.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 7.8 .09 7 35.6 .100.0 .00 .00 8.9.11 7 36.6 .100.0 .00 .00 14.2 .13 7 38.0 .090.0 .00 .00 17.1 .16 7 38.1 .100.0 .00 .00 19.8 .19 7 37.2 .090.0 .00 .00 23.9 .24 7 36.7 .150.0 .00 .00 26.4 .29 7 36.8 .1629.3 .04 .09 32.2 .40 7 37.8 .1833.2 .04 .08 35.8 .45 7 38.8 .1537.3 .05 .09 39.1 .51 7 40.1 .1843.2 .05 .09 43.6 .59 7 40.8 .1850.5 .06 .10 52.0 .59 1 38.9 .2157.6 .07 .10 54.9 .67 1 38.5 .2164.6 .08 .09 0.0 .00 0.0 .00

Wk Mu ReI. Wkx/d

mm m'kN/m mm kN/m(5)

m·kN/m(6)

0.0 .00 .00 34.3 15.30.0 .00 .00 34.2 15.40.0 .00 .00 34.3 15.5o . 0 .00.00 34.0 15.50.0 .00 .00 34.2 15.50.0 .00 .00 34.2 15.60.0 .00 .00 34.0 15.70.0 .00 .00 34.0 15.825.6 .03 .12 33.7 15.928.6 .03 .12 33.7 16.036.1 .04.11 33.6 16.340.9 .05 .10 34.0 16.545.8 .06 .11 33.7 16.653.0 .07 .11 33.6 16.961.8 .08.13 33.4 17.170.3 .09 .12 33.3 17.478.6 .10 .11 33.2 17.7

m2·MN/m(6)

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14 iiiMinisterio de Vivienda

Direcci6n General de Arquitecturay Itolitica de Vivienda

Autllrlzaci6n dt Uso adllptada a R.D. 642/2102: n°


, Jordi Amat ~

m'kN/m(3)

1+Mo/Md=2kN/m(4)


(6)


m2'MN/m(6)

MOMENTOS LIMITEFISUR. D.Ap1 DESCOMP.DE SERVICIO / CLASEIII I

m'kN/m(7)

11. 9

19.723.126.730.3

32.0

33.7

7.415.419.223.227.328.630.5

5.813 .4

16.720.2

23.724.926.5

13. a19.624.529.334.138.742.5

kN/m(4)

tipo VukN/m(5)

SUPERIORPORNERVIO

1ep81epl02ep8lep12lep8+1epl02ep101ep10+1ep122ep121ep10+1ep161ep12+1ep162ep164ep122ep16+1ep123ep162ep16+1ep201ep16+2ep203ep20

Mu ReI. Vig.x/d lim.

m'kN/m(3) (8) (9)

Vu WkexpokN/m mm(4) (10)

17.620.2

21.0

21. 9

22.825.226.0

18.0

23.225.928.731.533.935.9

22.125.0

24.524.224.0

23.923.3

3.5 .06 7 21.2 .07

5.3 .10 7 23.6 .08

6.7 .13 7 25.6 .07

7.5 .14 7 26.6 .08

8.5 .16 7 28.1 .07

13.5 .20 7 30.5 .07

16.1 .26 7 32.2 .07

18.5 .34 7 30.2 .07

21.8 .43 7 28.1 .10

23.8 .48 7 27.1 .1128.3 .60 7 25.5 .1231.1 .65 7 25.0 .1135.8 .63 1 23.8 .1337.5 .72 1

o. a . 00

O. a . 00

o. a . 00

23.5 .130.0 .00

O. a . 00

o. a . 00

20.8

26.428.731.0

33.434.936.4

Secci6n tipoReI. Vig. Vu

x/d x/dm'kN/m mm m'kN/m

(3) (8) (10)

lim. expokN/m

0.0 .00 .00 4.3 .08 7 21.2 .09

0.0 .00 .00 6.5 .12 7 23.6 .09

0.0 .00 .00 8.3 .16 7 25.6 .09

0.0 .00 .00 9.1 .18 7 26.6 .10

0.0 .00 .00 13.8 .20 7 28.1 .09

0.0 .00 .00 16.4 .27 7 29.1 .08

0.0 .00 .00 19.4 .36 7 29.6 .09

0.0 .00 .00 22.1 .43 7 28.0.11

0.0 .00 .00 25.7 .52 7 26.3 .1628.2 .03 .10 27.9 .58 7 25.6 .1635.6 .04 .09 35.0 .62 1 23.8 .1840.3 .04 .08 35.4 .67 1 24.0 .14

45.3 .05 .09 0.0 .00 0.0 .00

52.4 .06 .09

61. 2 . 07 .10

69.9 .08 .10

78.2 .09 .09

O. a . 00

O. a . 00

O. a . 00

O. a . 00

o. a . 00

0.0 .00

0.0 .00

O. a . 00

RELACION a ° RELACION Wl,c / WI,s (11): 3.66INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 100.7

ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 23ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 92.1ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 55.9

ReI. Wkx/d

mm m'kN/m mm

RAS.Vu

DE FIS.Mf

kN/m(5)

m'kN/m(6)

0.0 .00 .00 24.1 14.60.0 .00 .00 24.0 14.7

0.0 .00 .00 24.1 14.80.0 .00 .00 23.9 14.80.0 .00 .00 24.1 14.80.0 .00 .00 24.0 14.9

0.0 .00 .00 24.0 15.0

0.0 .00 .00 23.9 15.131.1 .03.13 23.8 15.234.8 .04 .12 23.7 15.343.9 .05 .11 23.6 15.549.6 .06 .10 23.9 15.755.6 .06 .11 23.7 15.864.3 . 07 .11

74.9 .09.13

85.1 .10 .1295.a .12 .12

23.623.523.523.4

16.0

16.216.516.7

TOTAL FIS.E'Ib E·If

m2'MN/m(6)



MOMENTOULTIMO

It Hinisterio de Vivienda

Direccion General de Arqultecturay Jl'olitica de Vivienda

Autorlzaci6n d~ Uso adaptada a R.D. 64212002:n°

m'kN/m(3)

1+Mo/Md=2kN/m

(4)

kN/m(4)

36.140.941. 8

42.844.045.346.0

40.150.154.759.364.269.072 .3

tipo VukN/m(5)

36.045.849.653.657.960.463.0

33.237.536.836.336.135.935.0


(6)

12.813.013.213 .313 .4

13.913.9

RIGIDEZTOTAL FISURADAE'Ib E' If

m2'MN/m(6)

11.812.012.112.212.312.712.7

10.711.011.111.211. 3

11.711.7


m'kN/m(7)

19.332.137.643.149.351. 9

54.6

12.425.431.7

38.045.047.150.1

9.421. 8

27.232.638.640.342.9

SUPERIORPORNERVIO

1'1' 81'1'10

Mu ReI. Vig.x/d Hm.

m'kN/m(3) (8) (9)

0.0 .000.0 .00

2'1'8 0.0 .001'1'12 0.0 .001'1'8+1'1'10 0.0 .002'1'10 9.2 .10 71'1'10+1'1'12 11.1 .12 72'1'12 17.2 .14 71'1'10+1'1'16 20.8 .18 71'1'12+1'1'16 23.1 .20 72'1'16 28.7 .29 74'1'12 32.0.34 72'1'16+1'1'12 35.3 .39 73'1'16 39.8 .46 72'1'16+1'1'20 45.0 .54 71'1'16+2'1'20 49.6 .61 73'1'20 53.7 .69 7

22.333.441.5

49.557.364.770.8

Vu WkexpokN/m mm(4) (lO)

Mu ReI. Wk Mu ReI. Vig. Vux/d x/d limo expo

m'kN/m mm m·kN/m kN/m(3) (8) (10)

0.0 .000.0 .000.0 .000.0 .000.0 .0039.4 .0841.1 .0842.8 .0842.4 .0942.0 .0842.3 .1243.0 .1044.0 .1345.6 .1443.9 .1642.7 .1641.9 .16

0.0 .00 .000.0 .00 .00

0.0 .000.0 .00

0.0 .00 .00 0.0 .000.0 .00 .00 8.2 .09 70.0 .00 .00 9.4 .10 70.0 .00 .00 11.3 .12 70.0 .00 .00 18.1 .15 70.0 .00 .00 21.0 .18 70.0 .00 .00 25.4 .23 70.0 .00 .00 28.1 .27 731.0 .03 .09 34.4 .38 735.1 .04 .08 38.2 .42 739.5 .04 .09 41.8 .48 745.7 .05 .09 46.8 .56 753.5 .06 .10 53.5 .62 261. 2 .07.10 61. 3 .64 168.6 .08 .09 61.4 .72 1

0.0 .000.0 .000.0 .0037.0 .1038.0 .1039.4 .0940.7 .1039.6 .1038.8 .1438.8 .1539.6 .1740.5 .1541.6 .1843.4 .1841.8 .2140.4 .2140.5 .21

RELACION a 0 RELACION W1,c / WI,sINCREMENTO EXCENTRICIDAD (e,c-e,s), mm

(11) :

(12) :

3.4285.7

ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 50.3ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 93.3ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 64.3

ReI. Wkx/d

mm m'kN/m mm

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00.000.0 .00 .000.0 .00 .000.0 .00.000.0 .00 .0027.1 .03 .1330.3 .03 .1238.3 .04.1143.3 .05 .1048.6 .05.1156.2 .06.1165.6 .08.1374.7 .09 .1283.6 .10 .12

kN/m(5)

36.236.136.235.936.136.135.935.935.635.635.535.935.635.535.335.235.1

DE FIS.Mf

m'kN/m(6)

17.317.417.517.517.617.717.817.918.018.118.418.618.719.019.319.619.9

TOTAL FIS.E'Ib E·If

m2'MN/m(6)



, Jordi Amat ~

MOMENTOULTIMO

m'kN/m(3)

14.721.827.332.738.043.147.5

IiMinisterio de Vivienda

Direccion General de Arquitecturay Politica de Vi'Yienda

Autorizacion de Uso adaptada a R.D. 642/2002: n°

7 0 5 4 - 0 4 1 6 JUN. 200~Caduca a !os cinco af\os

Visado El Jefe de la Se~don

~L_-~~~;n...'

1+Mo/Md=2kN/m

(4)

Secci6ntipo Vu

kN/m(5)


(6)

9.39.59.69.79.710.110.1


m2'MN/m(6)

10.510.710.810.911.011. 3

11.4

,..:- ~

DU" ••• iJ


m'kN/m(7)

9.29.49.59.69.710.010.1

13.922.926.931.035.237.439.1

8.417.722.126.731.333.034.9

6.715.619.523.527.629.130.7

kN/m(4)

19.021.522.323.224.126.627.3

19.725.228.231.234.436.939.2

22.328.531.2

33.836.638.239.9

24.727.527.026.726.526.425.8

SUPERIORPORNERVIO

Mu Rel. Vig.x/d limo

m'kN/m(3) (8) (9)

expokN/m mm(4) (10)

1~ 8 3.8 .06 7 22.6 .071~10 5.9 .09 7 25.0 .082~ 8 7.5 .12 7 27.0 .071~12 8.3 .13 7 27.9 .081~ 8+1~10 9.4 .15 7 29.4 .082~10 15.1 .18 7 31.8 .071~10+1~12 18.0 .24 7 33.7 .072~12 20.7 .31 7 33.0 .071~10+1~16 24.5 .39 7 30.7 .101~12+1~16 26.9 .43 7 29.7 .112~16 32.3 .54 7 27.8 .134~12 35.5 .59 7 27.3 .112~16+1~12 38.4 .65 7 26.5 .133~16 45.4 .65 1 25.3 .142~16+1~20 46.7 .75 1 25.1 .151~16+2~20 0.0 .00 0.0 .003~20 0.0 .00 0.0 .00

Secci6n tipoRel. Vig. Vu

x/d x/d limo expom'kN/m mm m'kN/m kN/m

(3) (8) (10)

0.0 .00 .00 4.7 .07 70.0 .00 .00 7.3.11 70.0 .00 .00 9.2 .14 70.0 .00 .00 10.2 .16 70.0 .00 .00 15.4 .18 70.0 .00 .00 18.4 .24 70.0 .00 .00 21.7 .33 70.0 .00 .00 24.8 .39 70.0 .00 .00 29.1 .47 70.0 .00 .00 31.7 .52 739.6 .04 .09 38.4 .61 244.8 .04 .08 43.9 .61 150.3 .05 .10 0.0 .0058.4 .05 .09 0.0 .0068.3 .06.11 0.0 .0078.0 .08 .10 0.0 .0087.5 .09 .10 0.0 .00

RELACION a 0 RELACION W1,c / W1,sINCREMENTO EXCENTRICIDAD (e,c-e,s), mm

(11) :

(12) :

4.24113.7

ESFUERZO CORTANTE ULTIMO Vu2, Secci6n tipo, kN/m (13) : 25.3ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 99.8ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 61.6

Rel. Wkx/d

mm m'kN/m mm

22.6 .09 0.0 .00 .0025.0 .10 0.0 .00 .0027.0 .09 0.0 .00 .0027.9 .10 0.0 .00 .0029.4 .09 0.0 .00 .0030.5 .09 0.0 .00 .0031.0 .09 0.0 .00 .0030.6 .12 0.0 .00 .0028.7 .16 34.5 .03 .1327.9 .17 38.7 .04 .1226.2 .18 48.8 .05.1125.5 .15 55.2 .05 .100.0 .00 61.9 .06 .120.0 .00 71.6 .07.110.0 .00 83.6 .08 .130.0 .00 95.3 .09.130.0 .00 106.6 .11 .12

kN/m(5)

26.726.526.726.426.626.526.526.426.326.326.226.426.226.226.126.025.9

DE FIS.Mf

m'kN/m(6)

16.416.516.616.616.716.816.917.017.217.317.617.918.018.318.719.019.4

TOTAL FIS.E·lb E·If

m2·MN/m(6)

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14 IiMinisterio de Vivienda


Alltorizaci6n dt' Uso a4aptada 3 R.D. 64212002: n°


7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco ano!>

Visado EI jefe de la Se;cion

MOMENTOULTIMO

(20+4) T.14-1*82.D -2

-3

-4

-5

-6

-7

m'kN/m(3)

25.237.346.455.364.172.579.5

1+Mo/Md=2kN/m

(4)


(6)

RIGIDEZTOTAL FISURADAE' Ib E' If

MOMENTOSLIMITEFISUR. D.Ap1 DESCOMP.DE SERVICIO / CLASEIII I

m'kN/m(7)

m2'MN/m(6)

14.915.215.315.415.516.016.0

13.413.713.814.014.114.514.6

22.537.243.650.357.060.363.0

14.129.136.343.851.554.257.2

10.925.331.538.044.746.949.5

SUPERIORPORNERVIO

Mu ReI. Vig.x/d Hm.

m'kN/m(3) (8) (9)


1~ 8 0.0 .00 0.0 .001~10 0.0 .00 0.0 .002~ 8 0.0 .00 0.0 .001~12 0.0 .00 0.0 .001~ 8+1~10 0.0 .00 0.0 .002~10 10.2 .09 7 42.1 .081~10+1~12 12.3 .11 7 43.7 .092~12 19.1 .13 7 45.4 .081~10+1~16 23.2 .16 7 44.9 .091~12+1~16 25.8 .18 7 44.5 .092~16 32.1 .26 7 44.5 .124~12 35.9 .31 7 45.0 .112~16+1~12 39.7 .36 7 45.9 .133~16 45.0 .41 7 47.5 .142~16+1~20 51.1 .49 7 47.9 .161~16+2~20 56.7 .55 7 46.6 .163~20 61.7 .62 7 45.6 .16

kN/m(4)

Seeei6ntipo VukN/m(5)

39.143.944.745.846.948.248.9

44.054.559.564.670.075.278.9

14.915.115.315.415.516.116.1

38.649.454.158.663.366.169.2

37.041.340.640.139.939.638.8

Seeei6n tipoReI. Wk Mu ReI. Vig. Vu

x/d limo expomm m'kN/m kN/m

x/dm'kN/m

0.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 10.4 .09 7 40.7 .110.0 .00 .00 12.6 .11 7 42.1 .100.0 .00 .00 20.1 .14 7 43.5.110.0 .00 .00 23.4 .16 7 42.1 .100.0 .00 .00 28.3 .20 7 41.1 .140.0 .00 .00 31.4 .25 7 41.0 .1634.4 .03 .09 38.6 .35 7 41.5 .1839.0 .04 .08 43.0 .38 7 42.3 .1543.9 .04 .10 47.3 .44 7 43.3 .1850.9 .05 .09 53.2 .50 7 45.1 .1959.6 .06 .11 59.8 .59 7 45.8 .2168.2 .06 .10 67.3 .64 2 44.5 .2176.7 .07 .10 75.7 .65 1 43.4 .21

RELACIONa ° RELACIONW1,e / WI,sINCREMENTOEXCENTRICIDAD(e,e-e,s),mm

(11) :

(12) :

3.9596.7

ESFUERZOCORTANTEULTIMO Vu2, Seeei6n tipo, kN/m (13) : 55.4ESFUERZOCORTANTEULTIMO Vu, Seeei6nmaeiza, kN/m : 101ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 70.8

DE FIS.MfReI. Wk

x/dmm m'kN/m mm kN/m

(5)

m'kN/m(6)

0.0 .00 .00 40.0 19.30.0 .00 .00 39.9 19.40.0 .00 .00 40.0 19.50.0 .00 .00 39.7 19.60.0 .00 .00 39.9 19.60.0 .00 .00 39.9 19.70.0 .00 .00 39.7 19.90.0 .00 .00 39.7 20.00.0 .00 .00 39.4 20.233.6 .03 .12 39.4 20.342.5 .04 .11 39.3 20.648.1 .04 .10 39.7 20.954.0 .05 .12 39.4 21.162.6 .06.11 39.3 21.473.2 .07 .13 39.1 21.883.5 .08 .13 39.0 22.293.6 .09 .12 38.9 22.6

TOTAL FIS.E' Ib E· If

m2'MN/m(6)

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14 It Ministerio de Vivienda

Direction Genera! dE' Arquitecturay Politica de Vivienda

Autorizaci6n de {]so adaptada a R.D. 64212002:nq

7 0 5 4 - a 4 1 6 JUN. 2004Caduca a los cinco ai'los

Visa do EI Jefe de fa SeccionL---~

.. :.~ '~<!!.~':"::;;;"r',,;run.........,


MOMENTOULTIMOMu

(20+ 5) T.14-1• 71. -2

-3

-4

-5

-6

-7

m'kN/m(3)

1+Mo/Md=2kN/m

(4)

kN/m(4)

19.722.223.023.8

20.626.229.332.535.838.440.8


(6)


m2'MN/m(6)

12.112.312.412.512.613.013.0

10.410.610.710.810.911.311.4


m'kN/m(7)

14.824.528.933.137.639.941.8

8.918.723.528.333.235.037.1

7.216.620.925.129.531. 0

32.8

SUPERIORPORNERVIO

1cp81cp102cp81cp121cp8+1cp102cp101cp10+1cp122'1'121cp10+1cp161cp12+1cp162cp164cp122cp16+1cp123cp162q>16+1cp201cp16+2cp203cp20

15.623.028.734.440.045.450.0

x/d lim.m'kN/m

(3) (8) (9)

27.228.0

tipo VukN/m(5)

23.029.432.535.238.139.841.7

25.928.828.328.027.827.727.1

10.010.210.310.410.510.910.9

expokN/m

expokN/m mm(4) (10)


(3) (8) (10)

4.0 .05 7 23.3 .076.2 .09 7 25.7 .087.9 .11 7 27.7 .078.7 .12 7 28.6 .089.9 .14 7 30.0 .0811.9 .17 7 32.5 .0718.9 .22 7 35.4 .0721.9 .29 7 35.4 .0725.9 .37 7 32.8 .0928.5 .41 7 31.6 .1034.2 .51 7 29.5 .1237.7 .56 7 28.9.1140.9 .62 7 28.0 .1348.4 .62 1 26.6 .1451.7 .71 1

0.0 .000.0 .00

26.2 .160.0 .000.0 .00

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .00o . 0 .00.000.0 .00 .000.0 .00 .0041.6 .03 .0947.0 .04 .0852.9 .04 .1061.3 .05 .0971.8 .06.1182.1 .07 .1092.2 .08 .10

5.0 .07 7 23.3 .097.6 .11 7 25.7 .109.7 .14 7 27.7 .0910.7 .16 7 28.6 .1012.2 .18 7 30.0 .1019.3 .23 7 32.1 .0922.9 .31 7 32.4 .0926.2 .37 7 32.6 .1030.8 .45 7 30.5 .1533.7 .50 7 29.6 .1640.0 .61 7 28.0 .1746.7 .58 1 27.0 .1548.6 .65 1 26.5 .180.0 .00 0.0 .000.0 .000.0 .000.0 .00

0.0 .00 100.3 .09 .130.0 .00 112.3 .10 .12

RELACION Q ° RELACION W1,c / W1,s (11): 4.53INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 123.7ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 26.5ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 103.6ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 64.4

Re1. Wk Vux/d

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .0036.3 .03 .1340.6 .03 .1351.3 .04.1158.0 .05 .1065.1 .06 .1275.3 .07.1188.0 .08 .14

kN/m(5)

27.927.827.927.727.927.827.727.727.527.527.427.727.527.427.327.227.2

m'kN/m(6)

18.518.618.718.718.818.919.019.119.319.419.720.020.220.520.821.221.5

m2'MN/m(6)

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14 illMinisterio de Vivienda

Direccion General de Arquitectura. Y"olitica de Vivienda

Autorizacl6n de Uso adl!,tilda a R.I>. 642/2002: n°

7054-04Caduca a los tinco anos

Visado EI Jefe de la S£~cion

~ ...,


MOMENTOULTIMO

(20+5) T.14-1* 82. D -2

-3

-4

-5

-6-7

m'kN/m(3)

26.639.248.858.267.576.483.8


(6)

RIGIDEZTOTAL FISURADAE'Ib E· If

m2'MN/m(6)

17.117.417.617.717.918.418.4

15.315.615.815.916.116.616.7

FISUR. D.AplDE SERVICIO /III

m'kN/m(7)

24.139.947.053.961. 5

65.168.1

14 .8

30.938.946.655.158.061.2

DESCOMP.CLASE

I

11.727.134.040.848.250.653.5

SUPERIORPORNERVIO


m'kN/m(3) (8) (9)

expokN/m mm(4) (10)

1~ 8 0.0 .00 0.0 .001~10 0.0 .00 0.0 .002~ 8 0.0 .00 0.0 .001~12 0.0 .00 0.0 .001~ 8+1~10 0.0 .00 0.0 .002~10 0.0 .00 0.0 .001~10+1~12 12.9 .11 7 45.0 .092~12 15.1 .12 7 46.7 .081~10+1~16 24.4 .15 7 47.6 .091~12+1~16 27.1 .17 7 47.0 .092~16 33.8 .25 7 46.6 .114~12 37.8 .29 7 47.1 .102~16+1~12 41.9 .34 7 47.8 .133~16 47.5 .39 7 49.3 .132~16+1~20 54.1 .46 7 50.7 .161~16+2~20 60.2 .53 7 49.2 .163~20 65.7 .59 7 48.1 .16

1+Mo/Md=2kN/m

(4)

kN/m(4)

tipo VukN/m

(5)

40.645.346.147.248.449.650.3

45.956.661.967.272 .9

78.282.1

39.950.956.361.066.069.072 .2

38.943.242.542.041.741.540.7

16.016.316.416.516.717.317.3

ReI. Vig.x/d limo

mm m'kN/mx/d

m'kN/mexpokN/m

0.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 0.0 .00 0.0 .000.0 .00 .00 10.9 .09 7 42.0.110.0 .00 .00 13.2 .11 7 43.4 .100.0 .00 .00 21.1 .13 7 45.0.110.0 .00 .00 24.6 .16 7 44.7 .100.0 .00 .00 29.8 .20 7 43.4 .120.0 .00 .00 33.1 .24 7 43.1 .1536.2 .03 .09 40.8 .33 7 43.4 .1740.9 .03 .08 45.4 .37 7 44.1 .1546.0 .04 .10 50.0 .42 7 45.0 .1853.5 .05 .09 56.4 .48 7 46.7 .1862.7 .05.11 63.6 .56 7 48.3 .2171.8 .06 .10 70.6 .63 6 47.1 .2180.7 .07 .10 81.2 .62 1 45.6 .21

RELACIONa ° RELACIONW1,c / WI,sINCREMENTOEXCENTRICIDAD(e,c-e,s),mm

(11) :

(12) :

4.26106.7

ESFUERZOCORTANTEULTIMO Vu2, Secci6n tipo, kN/m (13) : 58ESFUERZOCORTANTEULTIMO Vu, Secci6nmaciza, kN/m : 104.7ESFUERZORASANTE ULTIMO Vu, Secci6nmaciza, kN/m : 74.1

Wk Mu ReI. Wkx/d

mm m'kN/m mm

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .0044.7 .04.1150.5 .04 .1056.8 .05 .1265.8 .06.1177.0 .07.1487.9 .08 .1398.6 .09 .12

kN/m(5)

m'kN/m(6)

41.9 21.841.7 21.941.9 22.041.6 22.041.8 22.141.7 22.241.6 22.441.6 22.541.3 22.741.3 22.841.2 23.241.6 23.541.3 23.741.2 24.041.0 24.440.9 24.840.8 25.2

m2'MN/m(6)


Direcci6n General de Arquitecturay Politica. vtrienda

Autorizacl6n de U!.Oadapt_a a R.D. 642/2002: n°

7 0 5 4 - 0 'caduc1 a90S{~~~ ak9p4Visado EI Jefe de fa Se::cion

~ ..


MOMENTOULTIMO

(22+ 4) T.14-1* 71. -2

-3

-4

-5

-6

-7

m'kN/m(3)

1+Mo/Md=2kN/m

(4)

kN/m(4)

20.422.823.624.425.327.928.6

21.527.230.533.737.239.942.4


(6)

RIGIDEZTOTAL FISURADAE· Ib E· If

m2'MN/m(6)

13.313 .6

13.713 .8

13.914 .3

14 .4

11.411. 6

11. 7

11.912.012.412.5


m'kN/m(7)

15.826.230.735.440.242.644.8

9.520.024.930.135.437.239.6

7.717.822.226.831.533.135.2

SUPERIORPORNERVIO

1q> 81q>102q> 81rp121rp 8+1rp102rp101rp10+1rp122rp121q>10+lrp161q>12+1rp162q>164rp122q>16+1rp123rp162rp16+1rp201q>16+2rp203rp20

16.424.130.136.042.047.652.6

x/d limom·kN/rn

(3) (8) (9)

expokN/m mm(4) (10)

Secci6ntipo Vu

kN/m(5)

23.830.333.836.739.741.543.5

27.230.029.629.329.129.028.4

10.811. 0

11.111.211.311.611.7

expokN/m

x/dmm m·kN/m

(8) (10)

m'kN/m(3)

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .0043.6 .03 .0949.3 .04 .0955.4 .04 .1064.3 .05 .0975.3 .06.1186.2 .07 .1096.8 .08 .10

5.2 .07 7 24.0 .098.0 .10 7 26.4 .1010.1 .13 7 28.3 .0911.2 .15 7 29.3 .1112.7 .17 7 30.7 .1020.3 .22 7 32.3 .0924.1 .30 7 32.6 .0927.6 .35 7 33.3.1132.5 .43 7 31.4 .1635.6 .48 7 30.4 .1742.5 .58 7 28.7 .1747.6 .61 2 28.1 .1553.6 .62 1 27.0 .18

ReI. Wk Vux/d

0.0 .00 0.0 .006.5 .08 7 26.4 .088.2 .11 7 28.3 .079.1 .12 7 29.3 .0910.4 .14 7 30.7 .0812.5 .16 7 33.1 .0719.9 .22 7 35.6 .0823.0 .28 7 36.1 .0727.3 .35 7 33.7 .1030.0 .39 7 32.5.1136.2 .49 7 30.4 .1340.0 .53 7 29.7 .1143.5 .60 7 28.8 .1348.5 .67 657.1 .68 10.0 .000.0 .00

27.9 .1326.7 .160.0 .000.0 .00

kN/m(5)

m'kN/m(6)

0.0 .00 .00 29.2 18.90.0 .00 .00 29.1 19.00.0 .00 .00 29.2 19.10.0 .00 .00 29.0 19.10.0 .00 .00 29.1 19.20.0 .00 .00 29.1 19.40.0 .00 .00 29.0 19.50.0 .00 .00 29.0 19.60.0 .00 .00 28.8 19.842.5 .03 .13 28.8 20.053.8 .04 .11 28.7 20.360.7 .05 .11 29.0 20.768.2 .05 .12 28.8 20.9

0.0 .000.0 .000.0 .000.0 .00

0.0 .00 79.0 .06 .110.0 .00 92.4 .07 .140.0 .00 105.4 .09 .130.0 .00 118.1 .10 .12

RELACION a ° RELACION W1,c / W1,s (11): 4.86INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 128.7ESFUERZO CORTANTE ULTIMO Vu2, Secci6n tipo, kN/m (13) : 27.6ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 107.3ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 67.3

28.728.628.528.5

21.221.722.122.5

m2'MN/m(6)



MOMENTOULTIMO

(22+ 4) T.14-1* 82. D - 2

m'kN/m(3)

1+Mo/Md=2kN/m(4)

IIIMinisterio de Vivienda


Autorizaci6n dt Vso adaptada a R.D. 641/2002: n"

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco alios

Visado EI Jefe de, la Secd6n

Q-~--~

~ • 41.·no",1 P", .•.•..•.

kN/m(4)

47.858.764.269.875.781.2

85.4

tipo VukN/m(5)

41.252.558.563.568.771.875.3

40.8

45.144.443.943.643.442.6


(6)

17.117.417.517.717.818.418.5

RIGIDEZTOTAL FISURADAE'Ib E'If

m2'MN/m(6)

18.819.119.319.419.620.1

20.1

16.717.0

17.217.317.518.0

18.1


m·kN/m(7)

25.742.449.957.265.369.0

72 .1

15.732.841.1

49.358.361.264.7

12.428.836.243.351.2

53.756.7

SUPERIORPORNERVIO

1rp 81rp102rp 81rp121rp 8+1rp102rp101rp10+1rp122rp121rp10+1rp161rp12+1rp162rp164rp122rp16+1rp123rp162rp16+1rp201rp16+2rp203rp20

28.141.2

42.146.747.548.649.851.0

51.7

m'kN/m(3)

x/dmm m'kN/m

(8) (10)

0.0 .00 0.0 .00

0.0 .00 0.0 .00

0.0 .00 0.0 .00

o . 0 .00 0 .0 .00

0.0 .00 0.0 .00

0.0 .00 0.0 .00

13.5 .10 7 46.3 .09

15.8 .12 7 48.0 .08

25.5 .15 7 48.2 .09

28.5 .17 7 47.6 .09

35.5 .24 7 47.2 .1139.8 .28 7 47.6 .10

44.1 .32 7 48.3 .1350.1 .38 7 49.7.1457.2 .44 7 52.0 .16

63.7 .51 7 50.8 .16

69.8 .57 7 49.7 .16

0.0 .00 .00 0.0 .00

0.0 .00 .00 0.0 .00

0.0 .00 .00 0.0 .00

0.0 .00 .00 0.0 .00

0.0 .00 .00 11.4 .08 70.0 .00 .00 13.8 .10 70.0 .00 .00 22.1 .13 70.0 .00 .00 25.8 .15 70.0 .00 .00 31.3 .19 70.0 .00 .00 34.8 .23 70.0 .00 .00 42.9 .32 7

42.8 .03 .09 47.8 .35 748.2 .04 .10 52.7 .40 756.0 .04 .09 59.6 .46 765.7 .05 .11 67.4 .54 775.3 .06 .10 74.5 .61 784.7 .07 .10 86.2 .59 1

RELACION a ° RELACION W1,c / WI,S (11): 4.52INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 110.7

ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 60.5

ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 108.4

ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 77.3

51.261.2

70.9

80.2

88.2

x/d limo

m'kN/m(3) (8) (9)

expokN/m mm(4) (10)

expokN/m

ReI. Wk Vux/d

0.0 .00 0.0 .00 .00

0.0 .00 0.0 .00 .00

0.0 .00 0.0 .00 .00

0.0 .00 0.0 .00 .00

43.3.11 0.0 .00 .00

44.6 .10 0.0 .00 .00

46.3 .11 0.0 .00 .00

45.4 .10 0.0 .00 .00

44.0 .13 0.0 .00 .00

43.7 .15 0.0 .00 .00

43.9 .18 46.8 .04.11

44.6 .15 52.9 .04 .11

45.5 .19 59.5 .05 .12

47.1 .19 69.0 .05 .11

49.6 .22 80.8 .06 .14

48.7 .21 92.3 .07.13

47.1 .22 103.6 .08 .12

kN/m(5)

m'kN/m(6)

43.8 22.243.6 22.443.8 22.543.5 22.543.7 22.643.6 22.743.5 22.943.5 23.0

43.2 23.243.2 23.443.1 23.843.5 24.143.2 24.343.1 24.742.9 25.242.8 25.742.7 26.1

m2'MN/m(6)

FICHA DE CARACTERISTICAS TECNICAS tit M;n''''';o d. V"iend.DEL FORJADO DE VI GUETAS PRETENSADAS Direcci6n General de ArquitecturaMODELO T.14 Y Politica de Vivienda

NUEVA DAYAl S.L. Autorizaci6n de Uso adaptada a R.D. 642/2002: n°

LA HOYA, P.3, N° 4, Vereda de Sendres, 4 7 0 5 4 - 0 4:aduJa aqosJcV~oa~gp~03280 ELCHE (Alicante)

~

Visado EI Jefe de la Se~cionTECNICO AUTOR DE LA MEMORIA : Jordi Amat

--~Hoja n° 14 de 21 ~ ....-.A/ •••• , ~

FLEXION POSITI ~\ .---.,~~--~':''" ....• , •..~...",.J

TIPO DE TIPO DE MOMENTO ESFUERZO CORTANTE ULTIMO ESFUERZO MOMENTO DE RIGIDEZ MOMENTOS LIMITEFORJADO VIGUETA ULTIMO Vu MC-78 EC-2 EHE-98 RASANTE FISURACION TOTAL FISURADA FISUR. D.Ap1 DESCOMP.

Mu Secci6n (hormig6n E'Ib E·If DE SERVICIO / CLASE(h+c) 1+Mo/Md=2 tipo Vu in situ) Mf III I* S m'kN/m kN/m kN/m kN/m m'kN/m m2'MN/m m'kN/m

(3) (4) (4) (5) (6) (6) (7)

(22+ 5) T.14-1 17.2 21.0 22.3 24.5 28.5 11.6 15.2 12.8 16.9 9.9 8.2* 71. -2 25.2 23.4 28.2 31.2 31.3 11.8 15.5 13.0 27.9 21.1 18.9

-3 31.5 24.2 31.6 35.1 30.8 11.9 15.6 13.2 32.7 26.4 23.6-4 37.7 25.0 35.0 38.1 30.5 12.0 15.8 13.3 37.7 31.8 28.5-5 43.9 26.0 38.6 41.2 30.3 12.1 15.9 13.4 42.8 37.4 33.5-6 49.9 28.5 41.3 43.1 30.2 12.5 16.3 13.9 45.4 39.4 35.3-7 55.1 29.3 44.0 45.2 29.6 12.5 16.4 14.0 47.5 41.7 37.3

FLEXION NEGATIVA (par m)REFUERZO B400 MOMENTO Y CORT.ULTIMO-ABERT. FISURA B500 MOMENTO Y CORT.ULTIMO-ABERT. FISURA ESF. MOMENTO RIGIDEZSUPERIOR Secci6n tipo Secci6n maciza Secci6n tipo Secci6n maciza RAS. DE FIS. TOTAL FIS.POR Mu ReI. Vig. Vu Wk Mu ReI. Wk Mu ReI. Vig. Vu Wk Mu ReI. Wk Vu Mf E·Ib E·IfNERVIO x/d limo expo x/d x/d Hm. expo x/d

m'kN/m kN/m mm m'kN/m mm m'kN/m kN/m mm m'kN/m mm kN/m m'kN/m m2'MN/m(3) (8) (9) (4) (10) (3) (8) (10) (5) (6) (6)

1ep 8 0.0 .00 0.0 .00 0.0 .00 .00 5.4 .06 7 24.7 .09 0.0 .00 .00 30.5 21.3 15 1.01ep10 6.8 .08 7 27.0 .08 0.0 .00 .00 8.3 .10 7 27.0 .10 0.0 .00 .00 30.3 21.4 15 1.32ep 8 8.6 .10 7 29.0 .07 0.0 .00 .00 10.6 .13 7 29.0 .09 0.0 .00 .00 30.5 21.5 15 1.51ep12 9.5 .11 7 29.9 .09 0.0 .00 .00 11.7 .14 7 29.9 .11 0.0 .00 .00 30.2 21.5 15 1.61ep 8+1ep10 10.9 .13 7 31.3 .08 0.0 .00 .00 13.3 .16 7 31.3 .10 0.0 .00 .00 30.4 21.6 15 1.82ep10 13.1 .16 7 33.7 .07 0.0 .00 .00 21.3 .21 7 33.7 .09 0.0 .00 .00 30.3 21.7 15 2.11ep10+1ep12 20.8 .21 7 36.6 .08 0.0 .00 .00 25.2 .29 7 34.2 .10 0.0 .00 .00 30.3 21.9 16 2.42ep12 24.1 .27 7 37.8 .07 0.0 .00 .00 29.0 .34 7 34.8 .10 0.0 .00 .00 30.2 22.0 16 2.61ep10+1ep16 28.7 .34 7 35.9 .08 0.0 .00 .00 34.3 .41 7 33.3 .15 0.0 .00 .00 30.1 22.2 16 3.01ep12+1ep16 31.5 .38 7 34.5 .10 0.0 .00 .00 37.5 .46 7 32.3 .16 44.4 .03 .13 30.1 22.4 16 3.32ep16 38.2 .47 7 32.1 .12 45.5 .03 .09 44.9 .56 7 30.4 .17 56.2 .04 .12 30.0 22.8 16 3.84'1'12 42.2 .51 7 31.4 .11 51.5 .04 .09 49.4 .61 7 29.8 .15 63.5 .05 .11 30.2 23.1 16 4.22ep16+1ep12 46.0 .57 7 30.4 .13 58.0 .04 .10 56.8 .60 1 28.5 .18 71.4 .05 .13 30.0 23.3 16 4.53ep16 51.1 .65 7 29.5 .13 67.3 .05 .09 58.9 .68 1 28.2 .18 82.7 .06 .12 30.0 23.7 16 4.92'1'16+1'1'20 60.7 .65 1 28.0 .16 78.9 .06 .11 0.0 .00 0.0 .00 96.8 .07 .14 29.9 24.1 16 5.51ep16+2ep20 62.8 .74 1 27.9 .16 90.3 .07 .11 0.0 .00 0.0 .00 110.5 .08 .13 29.8 24.5 16 5.93'1'20 0.0 .00 0.0 .00 101.4 .08 .10 0.0 .00 0.0 .00 123.9 .09 .13 29.7 25.0 17 6.3

RELACION a ° RELACION W1,c / WI,s (11) : 5.15INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 138.7ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13) : 28.8ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 110.9ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 70.1


LA HOYA, P.3/ N° 4, Vereda de Sendres, 403280 ELCHE (Alicante)

Oirecci6n General de Arqultecturay Politica de Vivienda

Autf>rizaci6n de Usf>adaptadll a R.D. 64212002: n°

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco afios

Visado EI Jefe de la Secdon

ULTIMOMu

(22+ 5) T.14-1*82.D -2

-3

-4

-5

-6

-7

m'kN/m(3)

1+Mo/Md=2kN/m

(4)

kN/m(4)

43.648.148.950.051.1

52.353.1

49.760.866.572.478.584.288.6


(6)

18.318.618.818.919.119.719.8

RIGIDEZTOTAL FISURADAE' Ib E· If

m2'MN/m(6)

21.521.8

22.022.222.423.023.0

18.919.319.519.619.820.520.6


m'kN/m(7)

27.645.653.461. 6

69.973.977.7

16.735.043.752.761. 9

65.069.1

13.431.0

38.746.654.757.461. 0

SUPERIORPORNERVIO

1'1' 81'1'102'1' 81'1'121'1'8+1'1'102'1'101'1'10+1'1'122'1'121'1'10+1'1'161'1'12+1'1'162'1'164'1'122'1'16+1'1'123'1'162'1'16+1'1'201'1'16+2'1'203'1'20

29.543.153.764.174.384.192.6

Secci6n tipoMu ReI. Vig. VU Wk

x/d limom'kN/m

(3) (8) (9)

0.0 .000.0 .000.0 .00o. a .00

o. a .00

o. a .00

14.1 .10 716.5 .11 726.7 .14 729.8 .16 737.2 .23 741.7 .27 746.3 .31 752.7 .36 760.2 .42 767.3 .48 773.8 .54 7

expokN/m mm(4) (10)

0.0 .000.0 .000.0 .000.0 .000.0 .000.0 .0047.6 .0949.2 .0851.1 .0950.2 .0949.5 .1049.8 .1050.3 .1351.6 .1353.7 .1653.5 .1652.2 .16

tipo VukN/m(5)

42.454.060.865.971.474.678.3

42.747.046.345.845.545.344.5

x/dm'kN/m

Secci6n tipoReI. Wk Mu ReI. Vig. Vu

x/d limo expomm m'kN/m kN/m

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .0044.8 .03 .0950.4 .04 .1058.6 .04 .0968.8 .05.1178.8 .06.1188.7 .07 .10

RELACION a 0 RELACION W1,c / WI,sINCREMENTO EXCENTRICIDAD (e,c-e,s), mm

(11) :

(12) :

4.87119.7

0.0 . 00

0.0 .000.0 .000.0 .000.0 .0014.4 .10 717.4 .12 727.0 .14 732.8 .18 736.4 .22 745.0 .30 750.2 .34 755.5 .38 762.8 .44 771.2 .51 778.9 .58 787.8 .62 2

ESFUERZO CORTANTE ULTIMO Vu2, Secci6n tipo, kN/m (13) : 63.1ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 112ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 80.6

0.0 .000.0 .000.0 .00

ReI. Wkx/d

mm m'kN/m mm

0.0 .00 .000.0 .00 .000.0 .00 .00

0.0 .00 0.0 .00 .000.0 .00 0.0 .00 .0045.9 .10 0.0 .00 .0047.6 .11 0.0 .00 .0048.1 .10 0.0 .00 .0046.5 .12 0.0 .00 .0046.0 .14 0.0 .00 .0045.9 .17 48.9 .03 .1246.5 .15 55.3 .04.1147.2 .18 62.2 .04.1348.7 .18 72.2 .05 .1251.1 .21 84.6 .06 .1451.1 .21 96.7 .07 .1349.9 .21 108.6 .08 .13

DE FIS.Mf

kN/m(5)

m'kN/m(6)

45.745.545.7

25.025.125.3

45.4 25.345.6 25.445.5 25.545.4 25.745.4 25.845.1 26.145.1 26.245.0 26.645.4 27.045.1 27.245.0 27.644.8 28.144.7 28.644.6 29.1

TOTAL FIS.E· Ib E' If

m2'MN/m(6)



tit Ministerio de Vivienda

• Direccion General de Arquitecturay Politica de Vivienda

Autorizaci6n d!: Uso adapt?d. a R.O. 64212002: nU

7054-04Clduca a 105cinco alios

Visado EI jefe de ta St:.;:cl6n

~.

ULTIMOMu

m·kN/m(3)

18.927.534.341.147.854.360.1

tipo VukN/m

(5)

31.033.833.433.132.932.732.2


(6)

13.213.413 .5

13.613 .8

14 .2

14.3

RIGIDEZTOTAL FISURADAE· Ib E' If

m2'MN/m(6)

18.418.718.919.019.219.619.7


m'kN/m(7)

15.215.515.715.816.016.516.7

19.031.136.642.247.950.753.1

11.023.429.435.441.643.846.3

9.221.226.532.037.639.541. 7

SUPERIORPORNERVIO


1+Mo/Md=2kN/m

(4)

kN/m(4)


expokN/m

ReI. Wkx/dx/d limo

m'kN/m(3) (8) (9)

22.324.625.426.227.129.830.5

24.030.133.837.541.344.347.2

26.033.037.540.944.346.348.7

1rpB 0.0 .00 0.0 .00 0.0 .00 .00 5.9 .06 7 26.0 .09 0.0 .00 .001rp10 7.3 .07 7 2B.3 .09 0.0 .00 .00 9.1 .09 7 2B.3 .11 0.0 .00 .002rpB 9.4 .09 7 30.2 .07 0.0 .00 .00 11.5 .12 7 30.2 .09 0.0 .00 .001rp12 10.4.11 7 31.1 .09 0.0 .00 .00 12.B .13 7 31.1.11 0.0 .00 .001rpB+1rp10 l1.B .12 7 32.5 .OB 0.0 .00 .00 14.5 .15 7 32.5 .10 0.0 .00 .002rp10 14.2 .15 7 34.9 .08 0.0 .00 .00 23.2 .20 7 34.9 .09 0.0 .00 .001rp10+1rp12 22.7 .19 7 37.7 .OB 0.0 .00 .00 27.6 .26 7 35.0 .10 0.0 .00 .002rp12 26.3 .25 7 3B.6 .07 0.0 .00 .00 31.8 .31 7 35.5 .10 0.0 .00 .001rp10+1rp16 31.4 .31 7 38.1 .09 0.0 .00 .00 37.7 .3B 7 35.3 .16 0.0 .00 .001rp12+1rp16 34.6 .35 7 36.6 .10 0.0 .00 .00 41.4 .42 7 34.2 .17 0.0 .00 .002rp16 42.2 .43 7 34.1 .12 49.5 .03 .10 49.9 .52 7 32.2 .1B 61.1 .04 .124rp12 46.7 .47 7 33.3.11 55.9 .03 .09 54.9 .56 7 31.5 .15 69.0 .04.112rp16+1rp12 51.1 .53 7 32.2 .13 63.0 .04 .10 60.1 .61 6 30.6 .1B 77.7 .05 .133rp16 57.1 .60 7 31.3 .14 73.2 .05 .10 70.3 .62 1 29.4 .18 90.1 .06 .122rp16+1rp20 64.3 .67 6 30.3 .16 B5.9 .05 .12 70.3 .73 1 29.5 .20 105.5 .07 .151rp16+2rp20 74.5 .6B 1 29.2 .16 9B.4 .06 .11 0.0 .00 0.0 .00 120.7 .OB .143rp20 74.6.77 1 29.3 .16 110.7 .07 .10 0.0 .00 0.0 .00 135.4 .09 .13

Mu ReI. Wk Mux/d

RELACION a 0 RELACION W1,c / W1,s (11): 5.76INCREMENTOEXCENTRICIDAD (e,c-e,s),mm (12) : 150.7ESFUERZO CORTANTEULTIMO VU2, Secci6n tipo, kN/m (13) : 31.1ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 118ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 75.8

expokN/m mm(4) (10)

m'kN/m(3)

mm m'kN/m(B) (10)

DE FIS.Mf

kN/m(5)

m'kN/m(6)

33.0 22.832.9 22.933.0 23.132.7 23.132.9 23.232.9 23.432.B 23.632.7 23.832.6 24.032.6 24.232.5 24.732.7 25.132.5 25.332.5 25.832.4 26.432.3 26.932.2 27.5

TOTAL FIS.E·lb E· If

m2'MN/m(6)


LA HOYA, P.3, N° 4, Vereda de Sendres, 403280 ELCHE (Alicante) ~

TECNICO AUTOR DE LA MEMORIA : Jordi Amat ~.

TIPO DE TIPO DEFORJADO VIGUETA

MOMENTOULTIMO

(25+ 4) T.14-1• 82. D -2

-3

-4

-5

-6

-7

lit Ministerio de Viviencla

Direccion General tie Arfllultecturay Politica de Vivienda

Autorizacion de Uso adapiada a R.D. t41J2002: n°

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco al\!i

Visatlo EI Jefe de ta St:.:.don

~tinl.JUL lllJ

m'kN/m(3)

1+Mo/Md=2kN/m

(4)

kN/m(4)

46.450.851.652.653.855.055.7

53.565.071.277 .5

84.190.295.0

(hormig6nin situ) Mfm'kN/m

(6)

20.721.021.221.321.522.222.3

m'kN/m(7)

30.850.859.868.578.082.486.1

18.338.748.558.168.672.076.1

14.934.543.351. 8

61.264.167.7

SUPERIORPORNERVIO

1'l' 81'l'102'l' 81'l'121'l'8+1'l'102'l'101'l'10+1'l'122'l'121'l'10+1'l'161'l'12+1'l'162'l'164'l'122'l'16+1'l'123'l'162'l'16+1'l'201'l'16+2'l'203'l'20

32.547.058.569.981.191.9101.3

Secci6n tipoMu ReI. Vig. Vu Wk

x/d limo expom'kN/m kN/m mm

(3) (8) (9) (4) (10)

0.0 .000.0 .000.0 .000.0 .000.0 .000.0 .0015.4 .09 718.0 .11 729.1 .13 732.5 .15 740.7 .21 745.5 .25 750.7 .29 757.8 .33 766.4 .39 774.4 .45 781.8 .50 7

Secci6ntipo VukN/m

(5)

44.957.165.070.876.880.384.4

46.550.850.049.649.349.148.3

m2'MN/m(6)

25.826.226.426.626.827.427.5

22.422.823.023.223.424.124.3


x/d x/d limo expom'kN/m mm m'kN/m kN/m

(3) (8) (10)

0.0 .000.0 .000.0 .000.0 .000.0 .000.0 .0050.0 .0951.6 .0953.2 .1052.2 .0951.2 .1151.4 .1051.9 .1353.0 .1455.0 .1656.9 .1755.6 .17

0.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .000.0 .00 .0054.8 .03 .1063.7 .04 .1074.9 .05.1285.9 .05.1196.7 .06 .10

RELACION a ° RELACION W1,c / WI,sINCREMENTO EXCENTRICIDAD (e,c-e,s),mm

(11) :

(12) :

5.41130.7

0.0 .000.0 .000.0 .000.0 .000.0 .0015.7 .09 718.9 .11 729.4 .13 735.7 .17 739.8 .20 749.3 .28 755.0 .31 760.9 .35 769.2 .41 778.8 .47 787.7 .54 795.8 .60 7


ReI. Wkx/d

mm m'kN/m mm

0.0 .00 0.0 .00 .000.0 .00 0.0 .00 .000.0 .00 0.0 .00 .000.0 .00 0.0 .00 .000.0 .00 0.0 .00 .0048.4 .11 0.0 .00 .0050.0 .12 0.0 .00 .0050.3 .11 0.0 .00 .0048.4 .12 0.0 .00 .0047.8 .15 0.0 .00 .0047.5 .17 53.2 .03 .1248.0 .15 60.1 .04 .1148.7 .19 67.7 .04 .1350.1 .19 78.6 .05 .1252.2 .22 92.2 .06 .1554.4 .22 105.5 .07 .1453.3 .22 118.6 .08 .13

DE FIS.Mf

kN/m(5)

m'kN/m(6)

49.5 26.949.3 27.049.5 27.249.1 27.249.4 27.349.3 27.549.2 27.749.1 27.948.9 28.148.9 28.348.8 28.849.1 29.248.9 29.548.8 29.948.6 30.548.5 31.148.4 31.7

TOTAL FIS.E· Ib E· If

m2'MN/m(6)

FICHA DE CARACTERISTICAS TECNICASDEL FORJADO DE VIGUETAS PRETENSADASMODELO T.14 Direccion General tie Arquitectura

y Politica de ViviendaAuterizacion de Uso aciaptada a R.D. 641/2002: n°

7 0 5 4 - 0 4 1 6 JUN. 2004Ciduca a los cinco arios

Visado EIjefe de la Seed6n

~.n"l\ ! ~~~~~~~·'Jal~,'~1


MOMENTOULTIMO


m'kN/m(3)

1+Mo/Md=2kN/m(4)

kN/m(4)

RASANTESecci6ntipo VukN/m(5)

m2'MN/m(6)

m'kN/m(7)

20.033.038.744.650.653.656.4

11. 5

24.730.937.243.746.049.0

9.722.428.033.739.741.744.3

SUPERIORPORNERVIO

1ep81ep102ep81ep121ep8+1ep102ep101ep10+1ep122ep121ep10+1ep161ep12+1ep162ep164ep122ep16+1ep123ep162ep16+1ep20lep16+2ep203ep20

19.828.635.742.849.856.662.6

24.831.134.938.742.745.748.7

(hormig6nin situ) Mfm'kN/m

(6)

26.733.838.642.345.948.050.5

32.235.134.634.334.134.033.4

16.917.217.417.617.818.418.5

22.925.226.026.827.730.431.1

14.214.414.514.614.715.215.3

20.921.221.421. 5

21. 7

22.322.4

ReI. Vig.x/d Hm.

mm m'kN/mexpokN/m

Wk Mu ReI. Wkx/d

mm m'kN/m mm

Mu ReI. Vig.x/d Hm.

m'kN/m(3) (8) (9)

6.1 .06 7 26.6 .09 0.0 .00 .009.4 .09 7 28.9.11 0.0 .00 .0012.0 .11 7 30.8 .09 0.0 .00 .0013.3 .13 7 31.7 .11 0.0 .00 .0015.1 .14 7 33.1 .10 0.0 .00 .0024.1 .19 7 35.4 .10 0.0 .00 .0028.8 .25 7 36.7 .10 0.0 .00 .0033.1 .30 7 37.1 .09 0.0 .00 .0039.4 .37 7 37.5 .14 0.0 .00 .0043.3 .41 7 36.2 .16 0.0 .00 .0052.3 .50 7 33.9 .17 63.6 .04 .1257.7 .54 7 33.2 .15 71.8 .04 .1162.8 .60 7 32.2 .18 80.9 .05 .1374.0 .60 1 30.8 .18 93.8 .05 .1276.5 .70 1 30.6 .20 109.9 .06 .150.0 .00 0.0 .00 125.7 .07 .140.0 .00 0.0 .00 141.2 .08 .13

RELACION a ° RELACION W1,c / WI,s (11): 6.12INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 161.7ESFUERZO CORTANTE ULTIMO Vu2, Secci6n tipo, kN/m (13) : 32.3ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 121.4ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 78.6

x/dm'kN/m

expokN/m mm(4) (10)

0.0 .00 0.0 .00 0.0 .00 .007.6 .07 7 28.9 .09 0.0 .00 .009.7 .09 7 30.8 .07 0.0 .00 .0010.8 .10 7 31.7 .09 0.0 .00 .0012.3 .12 7 33.1 .08 0.0 .00 .0014.8 .14 7 35.4 .08 0.0 .00 .0017.8 .18 7 38.3 .08 0.0 .00 .0027.4 .24 7 40.5 .07 0.0 .00 .0032.8 .30 7 40.5 .08 0.0 .00 .0036.2 .33 7 38.9 .09 0.0 .00 .0044.1 .42 7 36.0 .12 0.0 .00 .0048.9 .46 7 35.1 .10 58.2 .03 .0953.6 .51 7 33.9 .13 65.6 .04.1160.0 .57 7 32.8 .13 76.2 .04 .1067.3 .66 7 31.8 .16 89.5 .05 .1278.6 .66 1 30.5 .16 102.5 .06.1180.8 .74 1 30.4 .16 115.4 .07 .11

kN/m(5)

m'kN/m(6)

34.3 25.634.1 25.834.3 25.934.0 26.034.2 26.134.1 26.334.1 26.434.0 26.633.9 26.933.9 27.133.8 27.534.0 28.033.8 28.233.8 28.733.6 29.333.6 29.833.5 30.4

m2·MN/m(6)


Direction General de Arqultecturay lIolftica de Vivienda

Autorizaci6n de Uso adilptada a R.D. 64212t82: nG

-~

7 0 5 4 - 0 ~aduc1a~os{~~; JEsO\Visado EI Jefe de la Se.-:ci~

~.

LA ROYA, P.3, N° 4, Vereda de Sendres, 403280 ELCRE (Alicante)


(25+ 5) T.14-1* 82. D -2

-3

-4

-5

-6

-7

MOMENTOULTIMO

m'kN/m(3)

33.948.961.072 .8

84.595.8105.6

FISURACION(horrnig6nin situ) Mfm'kN/m

(6)


MOMENTOS LIMITEFISUR. D.Apl DESCOMP.DE SERVICIO / CLASE

Secci6n tipoReI. Vig. Vux/d Hm. expo

RAS.Vu

DE FIS.Mf

1+Mo/Md=2kN/m

(4)

kN/m(4)

tipo VukN/m(5)

m·kN/m(7)

19.341. 0

51.161.672.776.380.7

15.936.845.955.265.268.372.3

m2·MN/m(6)

47.852.152.954.055.156.357.0

22.122.522.622.823.023.723.8

32.854.163.473.083.287.991. 9

SUPERIORPORNERVIO

1'1' 81'1'102'1' 81'1'12lcp 8+1cpl0

2'1'10lcpl0+lcp12

2cp12

lcpl0+lcp16

1'1'12+1'1'162cp16

4cp12

2cp16+1cp12

3cp16

2'1'16+1'1'20lcp16+2cp20

3cp20

Secci6n tipoMu ReI. Vig. Vu Wk

x/d lim.

m·kN/m(3) (8) (9)

0.0 .000.0 .000.0 .000.0 .00

0.0 .000.0 .000.0 .0018.7 .10 730.3 .13 733.8 .14 742.4 .20 747.5 .24 752.9 .28 760.4 .32 769.4 .38 777.9 .43 785.8 .48 7

expokN/m mm(4) (10)

55.367.073.580.086.993.198.1

46.258.666.873 .2

79.583.187.4

48.452.752.051.551.251. 0

50.2

29.229.729.930.130.431.131.2

25.125.525.826.026.327.127.3

Mu ReI. Wk Mux/d

ReI. Wkx/d

kN/m(5)

m·kN/m(6)

0.0 .00 0.0 .00 .00 0.0 .00 0.0 .00 0.0 .00 .00 51.4 30.10.0 .00 0.0 .00 .00 0.0 .00 0.0 .00 0.0 .00 .00 51.2 30.30.0 .00 0.0 .00 .00 0.0 .00 0.0 .00 0.0 .00 .00 51.4 30.40.0 .00 0.0 .00 .00 0.0 .00 0.0 .00 0.0 .00 .00 51.0 30.50.0 .00 0.0 .00 .00 0.0 .00 0.0 .00 0.0 .00 .00 51.3 30.60.0 .00 0.0 .00 .00 16.3 .09 7 49.6 .11 0.0 .00 .00 51.2 30.80.0 .00 0.0 .00 .00 19.7 .11 7 51.2 .12 0.0 .00 .00 51.1 31.052.8 .09 0.0 .00 .00 30.6 .13 7 52.8 .11 0.0 .00 .00 51.0 31.155.3 .10 0.0 .00 .00 37.2 .16 7 51.0 .12 0.0 .00 .00 50.8 31.455.1 .09 0.0 .00 .00 41.4 .19 7 50.2 .13 0.0 .00 .00 50.8 31.653.7 .09 0.0 .00 .00 51.4 .27 7 49.6 .16 55.3 .03 .12 50.7 32.153.7 .09 0.0 .00 .00 57.4 .30 7 49.9 .14 62.5 .04.11 51.0 32.554.0 .12 57.0 .03 .11 63.7 .34 7 50.5 .18 70.4 .04 .13 50.8 32.855.0.13 66.3 .04 .10 72.4 .39 7 51.8 .19 81.8 .05 .12 50.7 33.356.8 .16 78.0 .04 .12 82.6 .46 7 53.8 .22 96.0 .06 .15 50.5 33.959.0 .16 89.4 .05 .11 92.1 .52 7 56.2 .22 109.9 .06 .14 50.4 34.558.2 .16 100.8 .06 .11 100.8 .58 7 55.7 .21 123.6 .07 .13 50.3 35.1

RELACION a ° RELACION Wl,c / Wl,sINCREMENTOEXCENTRICIDAD (e,c-e,s),mm

(11) :

(12) :

5.76140.7


TOTAL FIS.E· Ib E· If

m2'MN/m(6)

29 1.229 1.6

30 1.930 2.130 2.330 2.630 3.030 3.430 4.030. 4.330 5.231 5.731 6.231 7.031 7.832 8.6

32 9.3


Direccion Generat de Arquitecturay Politica de Vivienda

Autorizaci6n ell' Uso adaptada a R.D. 642/2002: n"

LA ROYA, P.3, N° 4, Vereda de Sendres, 403280 ELCRE (Alicante) ~\

TECNICO AUTOR DE LA MEMORIA : Jordi Amat ~

7 0 5 4 - 0 4 1 6 JUN. 2004Caduca a los cinco afios

Visado EI Jefe de la Se:=don

~,

MOMENTOULTIMOMu

m'kN/m(3)

24.034.242.751.259.667.875.2

1+MO/Md=2kN/m

(4)

kN/m(4)

Secci6ntipo Vu

kN/m(5)

30.238.243.749.153.656.059.2

66.871. 8

71.070.570.169.968.9


(6)

19.219.419.519.719.820.420.5

RIGIDEZTOTAL FISURADAE· Ib E·If

m2'MN/m(6)

33.233.633.934.134.335.135.3

25.225.625.926.226.427.427.6


m'kN/m(7)

25.441.849.056.464.268.071.2

14.230.838.546.354.757.460.8

12.328.435.442.750.352.855.9

25.828.028.729.530.433.233.9

28.935.840.344.849.552.956.5

SUPERIORPORNERVIO

Mu Rel. Vig.x/d lim.

m'kN/m(3) (8) (9)

expokN/m


m'kN/m(3)

x/d lim.

mm m'kN/m(8) (10)

Rel. Wkx/d

kN/m(5)

m'kN/m(6)

1~ 8 0.0 .00 0.0 .00 0.0 .00 .00 0.0 .00 0.0 .00 0.0 .00 .00 70.4 33.61~10 9.1 .06 7 31.8 .09 0.0 .00 .00 11.2 .07 7 31.8.11 0.0 .00 .00 70.1 33.82~ 8 11.6 .08 7 33.6 .07 0.0 .00 .00 14.3 .09 7 33.6 .09 0.0 .00 .00 70.4 34.01~12 12.9 .09 7 34.5 .10 0.0 .00 .00 15.9 .11 7 34.5 .12 0.0 .00 .00 69.9 34.11~ 8+1~10 14.7 .10 7 35.8 .08 0.0 .00 .00 18.1 .12 7 35.8 .10 0.0 .00 .00 70.2 34.22~10 17.7 .12 7 38.1 .08 0.0 .00 .00 21.8 .16 7 38.1 .10 0.0 .00 .00 70.1 34.41~10+1~12 21.3 .15 7 40.8 .09 0.0 .00 .00 34.6 .21 7 40.8.11 0.0 .00 .00 70.0 34.72~12 24.8 .20 7 43.6 .08 0.0 .00 .00 40.1 .25 7 40.8 .10 0.0 .00 .00 69.9 35.01~10+1~16 39.7 .25 7 45.1 .09 0.0 .00 .00 48.0 .31 7 41.5 .13 0.0 .00 .00 69.7 35.31~12+1~16 43.9 .28 7 45.7 .09 0.0 .00 .00 52.9 .34 7 42.3 .15 0.0 .00 .00 69.6 35.62~16 54.0 .35 7 42.4 .11 0.0 .00 .00 64.7 .42 7 39.6 .17 75.9 .03 .13 69.5 36.24~12 60.0 .38 7 41.1 .10 0.0 .00 .00 71.6 .45 7 38.6 .15 85.7 .03 .12 69.9 36.72~16+1~12 66.3 .43 7 39.6 .13 78.2 .03 .11 78.7 .50 7 37.4 .18 96.6 .04 .14 69.6 37.13~16 75.0 .48 7 38.1 .13 91.0 .04.11 88.3 .57 7 36.2 .18 112.3 .05 .13 69.5 37.82~16+1~20 85.0 .55 7 36.8 .16 107.1 .04 .13 104.6 .59 1 34.7 .21 131.9 .06 .16 69.3 38.61~16+2~20 94.1 .62 7 35.9 .16 122.9 .05 .12 110.2 .67 1 34.3 .21 151.1 .06 .15 69.1 39.43~20 103.0 .68 6 35.1 .16 138.6 .06 .11 0.0 .00 0.0 .00 170.0 .07 .14 69.0 40.2

RELACION a ° RELACION W1,c / W1,s (11): 7.72INCREMENTO EXCENTRICIDAD (e,c-e,s), mm (12) : 200.7ESFUERZO CORTANTE ULTIMO Vu2, Secci6n tipo, kN/m (13) : 38.1ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/m : 137.6ESFUERZO RASANTE ULTIMO Vu, Secci6n maciza, kN/m : 92.8

m2'MN/m(6)

1.82.42.93.0

3.43.94.45.05.86.97.38.08.79.610.711. 6

12.5




MOMENTaULTIMO

(30+ 5) T.14-1* 82. D -2

-3

-4

-5

-6

-7

Direction General de Arquitecturay Politica de Vivienda

Autorlzaci6n de {)so adaptadll a R.D. 64212002: n°

7 0 5 I. - 0 4 1 6 JUN. 200~Caduca a los cinco arios

Visado EI Jefe de la Secdon

RIGIDEZTOTAL FISURADAE'Ib E'If

MOMENTOS LIMITEFISUR. D.Ap1 DESCOMP.DE SERVICIO / CLASEIII

m'kN/m(3)

1+Mo/Md=2kN/m

(4)

kN/m(4)

Secci6ntipo VukN/m(5)

57.962.161.461. 0

60.760.559.7


(6)

m2'MN/m(6)

m'kN/m(7)

23.851.164.077.190.595.2100.7

20.246.758.470.382.586.891.8

SUPERIORPORNERVIO

Secci6n tipoRe1. Vig. Vux/d lim.

m'kN/m(3) (8) (9)

1~ 8 0.0 .001~10 0.0 .002~ 8 0.0 .001~12 0.0 .001~ 8+1~10 0.0 .002~10 0.0 .001~10+1~12 0.0 .002~12 22.3 .09 71~10+1~16 27.3 .11 71~12+1~16 30.5 .12 72~16 51.0 .17 74~12 57.1 .20 72~16+1~12 63.8 .23 73~16 73.2 .27 72~16+1~20 84.7 .32 71~16+2~20 95.6 .36 73~20 105.9 .40 7

41.258.773.187.4101.6115.1127.5

54.258.259.060.161.262.363.1

52.366.175.785.092.797.0102.4

64.277 .0

84.692.3100.4107.5113.6

29.429.730.030.230.431.331.4

45.946.446.847.147.448.548.7

37.638.238.639.039.340.640.9

41. 8

68.680.792.9105.4111.6116.8

expokN/m mm(4) (10)


(3) (8) (10)

Secci6n tipoRe1. Vig. Vu

0.0 .00 0.0 .00 .00 0.0 .000.0 .00 0.0 .00 .00 0.0 .000.0 .00 0.0 .00 .00 0.0 .000.0 .00 0.0 .00 .00 0.0 .000.0 .00 0.0 .00 .00 0.0 .000.0 .00 0.0 .00 .00 0.0 .000.0 .00 0.0 .00 .00 23.5 .09 758.3 .10 0.0 .00 .00 27.5 .11 760.7 .11 0.0 .00 .00 44.6 .13 762.3 .10 0.0 .00 .00 49.7 .16 760.5 .09 0.0 .00 .00 62.1 .23 760.1 .08 0.0 .00 .00 69.4 .25 759.9 .12 0.0 .00 .00 77.3 .28 760.4 .13 79.2 .03.11 88.4 .33 761.7 .16 93.2 .04 .13 101.6 .38 763.5 .16 107.1 .04 .12 114.1 .44 765.6 .17 120.9 .05.11 125.8 .49 7

RELACION a ° RELACION W1,c / W1,s (11)INCREMENTOEXCENTRICIDAD (e,c-e,s),mm (12)

7.33176.7

ESFUERZO CORTANTE ULTIMO VU2, Secci6n tipo, kN/m (13)ESFUERZO CORTANTE ULTIMO Vu, Secci6n maciza, kN/mESFUERZORASANTE ULTIMO Vu, Secci6n maciza, kN/m

83.5138.7106.6

DE FIS.MfRe1. Wk

x/dexpokN/m kN/m

(5)m'kN/m

(6)

0.0 .00 0.0 .00 .00 60.9 39.50.0 .00 0.0 .00 .00 60.7 39.70.0 .00 0.0 .00 .00 60.9 39.90.0 .00 0.0 .00 .00 60.5 40.00.0 .00 0.0 .00 .00 60.8 40.10.0 .00 0.0 .00 .00 60.7 40.356.7 .13 0.0 .00 .00 60.6 40.658.3 .12 0.0 .00 .00 60.5 40.858.3 .13 0.0 .00 .00 60.3 41.257.1 .13 0.0 .00 .00 60.3 41.455.6 .16 0.0 .00 .00 60.2 42.155.5 .14 74.5 .03 .12 60.5 42.655.7 .18 84.1 .03 .14 60.2 43.056.6 .19 97.8 .04 .13 60.2 43.658.2 .22 115.0 .05 .16 60.0 44.460.2 .22 131.9 .06 .15 59.9 45.262.5 .22 148.6 .06 .14 59.8 46.1

TOTAL FIS.E·lb E·If

m2'MN/m(6)

1.8

2.32.8

3.03.33.84.44.95.76.37.58.3

9.110.211.412.613.7

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