FA 16 - prainsa.es

1 16 Peso: 2,35 kN/m2(235 Kp/m2)FA 20 Peso: 2,74 kN/m2(274 Kp/m2)FA 25 Peso: 3,40 kN/m2(340 Kp/m2)FA 30 Peso: 3,84 kN/m2(384 Kp/m2)PLACA ALVEOLAR - ANCHURA 1 MEstructuras para forjadosZONA SOMBREADA: Se excede el l mite de 35 cantos. Hay peligro de vibraciones molestas para el usuario. No es recomendable para forjados normalmente transitables, a pie o en veh LIMITADA POR CORTANTE CAPA DE COMPRESI N (HA 25) Sin 5 cm 10 cm22 CARGA TIL kN/m ( kp/m) (Excluido peso propio y capa de compresi n) 2 3 4 5 6 7 8 9 10 15 20 25 30 Modeloarmadomin (150) (200) (300) (400) (500) (600) (700) (800) (900) (1000) (1250)

2 (1500) (1750) (2000) (2500) (3000)..LONGITUDES M XIMAS EN METROS SEG N TIPO Y CARGA TILNOTA: Cuando la carga permanente sea mayor que 1/3 de la carga til indicada, debe comprobarse la flecha, 2 especialmente para cargas tiles de 6 kN/m (600 Kp/m2) o 16T1904,854,754,754,654,604,434,224,043, 883,733,443,533,33 3,16 2,88 2,67FA 16T2905,855,705,655,605,505,385,134,914, 714,544,174,324,073,863,533,27FA 16T3906,656,456,406,356,256,115,825,575, 345,154,734,934,654,414,023,58FA 16T4907,357,107,057,006,906,676,356,075, 835,625,175,455,144,874,173,58FA 16T5907,957,707,657,557,507,136,796,506, 246,015,535,855,525,004,173,58FA 16T6908,708,358,458,358,067,647,286,966, 686,445,926,255,565,004,173,58FA 16T7909,108,708,958,758,488,037,657,327, 036,775,946,255,565,004,173,58FA 16T8909,409,009,309,058,868,408,007,657, 357,025,946,255,565,004,173,58FA 16T990----------8,608,217,867,547,025,94 6,255,565,004,173,58FA 20T1905,705,605,505,355,084,834,614,424, 254,103.

3 783,813,603,423,122,89FA 20T2906,856,656,556,456,205,895,625,385, 184,994,604,654,394,173,813,53FA 20T3907,757,557,457,357,076,726,416,155, 915,705,265,335,044,784,374,05FA 20T4908,558,308,258,157,807,417,076,786, 526,295,805,915,585,304,854,49FA 20T5909,259,008,908,808,387,967,607,287, 006,756,226,406,045,745,254,52FA 20T69010,159,859,809,539,008,558,167,827 ,527,256,686,886,506,175,264,52FA 20T79010,7010,3010,4010,119,559,078,658, 297,977,697,097,306,896,295,264,52FA 20T89011,1510,7010,3510,109,859,439,008, 638,298,007,387,616,986,295,264,52FA 20T99011,1510,7510,6510,4010,159,839,398 ,998,658,347,697,836,986,295,264,52FA 25T1908,358,208,107,957,677,317,006,726, 486,255,795,775,465,194,754,41FA 25T2909,459,259,159,059,018,598,227,907, 617,356,806,846,466,155,635,23FA 25T39010,5010,3010,2010,109,749,288,898, 538,227,947,357,427,026,676,125,49FA 25T49011,4511,2011,1010,9510,399,909,489 ,108,778,477,847,907,477,116,375,49FA 25T512011,8511,6011,5511,4210,8310,329,8 89,499,148,838,178,247,807,416,375,49FA 25T612012,4512,0512,1011,8011,3210,7910, 339,929,559,238,548,638,167,596,375,49FA 30T11209,959,759,659,459,209,008,808,618 ,318,037,457,366,966,636,085,65FA 30T212010,6510,4510,3510,159,959,709,459 ,248,918,617,997,937,517,156,566,10FA 30T312011,2511,0510,9510,8510,6010,3510, 109,779,429,118,458,397,957,566,946,45FA 30T412012,2011,9511,9011,7611,4511,1510, 7310,329,959,638,938,888,418,007,346,57F A ,5012,4012,3012,0011,6511,1710,7410,3610 .

4 029,299,248,758,337,616,57 PLACA ALVEOLAR - ANCHURA 1 MEstructuras para forjadosJ CENAS SERIE I - (300)(320)(370)(510)JI 50(400)(560)(1300)(1480)3364546941194(56 0)(860)(1910)(2660)16033176JI 60JI 80JI 100JI 120JI 140 (Kp)8818/288850/608848888012860/80128100 50/60JI 80JI 100/120JI 50JI 80JI 100JI 60252540401515303080100JI 120JI 14040403030 BAVAPOYO DE VIGAS A MEDIA MADERAM odeloPeso kN/m(Kp/m)Peso ambos extremos kNMomento m ximo mxkNCARACTER STICAS T CNICASEF minViga modeloABCARACTER STICAS T CNICASVE structuras para forjadosJ CENAS SERIE JP - DIMENSIONESB=20B=25B=302015H=36H=40H=45H =50H=55H=60A=5030A=60155015A=80151515 DETALLE APOYO PLACA ALVEOLAR SOBRE JACENAS JPArmadura negativos forjadoJ cena JPCapa de compresi n in situ Apoyo de neopreno corridoM nimo 10 cmEstribos salientesMalla continua16 + 5JP 50201003305369(36,9)JP 60201003383414(41,4)JP 80201003538498(49,8)JP 50251003363413(41,3)JP 60251003450472(47,2)JP 80251003625585(58,5)JP 50301003425511(51,1)JP 60301003525577(57,7)JP 80301003725732(73,2)

5 20 + 5JP 50201503330417(41,7)JP 60201503420472(47,2)JP 80201503600588(58,8)JP 50251503388492(49,2)JP 60251503488562(56,2)JP 80251503688713(71,3)JP 50301503450575(57,5)JP 60301503563671(67,1)JP 80301503788856(85,6)25 + 5JP 50202003350497(49,7)JP 60202003450578(57,8)JP 80202003650713(71,3)JP 50252003413575(57,5)JP 60252003525659(65,9)JP 80252003750856(85,6)JP 50302003475665(66,5)JP 60302003600759(75,9)JP 80302003850991(99,1)30 + 5JP 50202503375582(58,2)JP 60202503488680(68,0)JP 80202503713856(85,6)JP 50252503438665(66,5)JP 60252503563764(76,4)JP 80252503813993(99,3)JP 50302503500761(76,1)JP 60302503638896(89,6)JP 803025039131180(118,0)16 + 10JP 50201506330472(47,2)JP 60201506420556(55,6)JP 80201506600639(63,9)JP 50251506388583(58,3)JP 60251506488645(64,5)JP 80251506688739(73,9)JP 50301506450687(68,7)JP 60301506563752(75,2)JP 80301506788883(88,3)20 + 10JP 50202006350553(55,3)JP 60202006450644(64,4)JP 80202006650739(73,9)JP 50252006413687(68,7)JP 60252006525772(77,2)JP 80252006750883(88,3)JP 50302006475789(78,9)JP 60302006600894(89,4)JP 803020068501043(104,3)25 + 10JP 50202506375655(65,5)JP 60202506488754(75,4)JP 80202506713886(88,6)JP 50252506438793(79,3)JP 60252506563871(87,1)JP 802525068131062(106,2)JP 50302506500909(90,9)JP 60302506638995(99,5)JP 803025069131194(119,4)30 + 10JP 50203006400761(76,1)JP 60203006525871(87,1)JP 802030067751048(104,8)JP 50253006463909(90,9)JP 602530066001024(102,4)JP 802530068751223(122,3)

6 JP 503030065251025(102,5)JP 603030066751126(112,6)JP 803030069751428(142,8)EF min90 (*)EF min90(*)EF min90(*)(*) en forjados s tano EF120 con reducci n de Mu ANCHO 50 Tipo Peso MuMODELO Armado KN/m mkN (mT) ANCHO 60 Tipo Peso MuMODELO Armado KN/m mkN (mT) ANCHO 80 Tipo Peso MuMODELO Armado KN/m mkN (mT)PLACA + CAPA COMPRESIONP laca alveolaro pandalEstructuras para forjadosJ CENAS SERIE JR - DIMENSIONESJR 45JR 25JR 353,755,256,759,0JR 25JR 45JR 60JR 353005507501350(45)(85)(110)(165)(375)(6 75)(900)90 (*)(*): en forjados de sotano EF 120 con reduccion de MuViga modeloPeso kN/m (Kp/m)Momento m x.

7 5 cm. MKNM omento m x. 10 cm. mKN CARACTER STICAS T CNICASEF min (525)J CENAS JR Y PLACA ALVEOLAR O PANDALA rmadura de negativos forjadoCapa de hormig n "in situ"Malla continuaPlaca alveolaro pandalJ cena JR(Precisa apuntalamiento)Apoyo de neopreno corrido(30)(55)(75)(135)45085011001650( T)m( T)mEstructuras para forjadosPlaca TTJ cena JT15301560254065153015601530156025507525 608525709525801051530156015301560J CENAS SERIE JT - DIMENSIONESDETALLE APOYO PLACA TT SOBRE J CENA JTJT 65 - PARA TT 40JT 95 - PARA TT 70JT 105 - PARA TT 80JT 75 - PARA TT 50JT 85 - PARA TT 60 ModeloPeso kN/m(Kp/m)Momento m x.

8 4 cm mKNMomento m x. 10 cm mKNCARACTER STICAS T CNICASEF min6,757,58,259,0JT 65JT 85JT 95JT 759301110138016801230147018402190(675)(8 25)(900)90JT 105(975)9,7520002560(750)( T)m( T)m(93)(111)(138)(168)(200)(123)(147)(18 4)(219)(256)Estructuras para forjadosRS20/40 PLACA TT - MODELOS A E (ZARAGOZA)APOYO A MEDIA MADERAM odeloDIMENSIONESA cmH cm(Kp/m2)R cmS cmPeso kN/m2C cmB cmTT ,7520TT ,95TT ,35TT ,65TT ,35(175)(195)(235)(265)(300)(335)No puede hacerse apoyo a media limitadas por al hormigonar la capa de compresi n superior a 4 cm.

9 (60-A) (60-A)250(H-8)44 HBB(125-C/2)C(125-C/2)y Estructuras para forjados LONGITUDES MAXIMAS EN METROS SEG N TIPO Y CARGA UTIL CAPA DE COMPRESION (HA 25) Sin 4 cm 6 cm 8 cm 10 cm CARGA UTIL kN/m2 ( kp/m2) (Excluido peso propio y capa de compresi n) Peso kN/m2 (kp/m2) -- 1 (100) 1,5 (150) 2 (200) 2,5 (250) Modelo Tipo armado EF min 2 (200) 3 (300) 4 (400) 5 (500) 6 (600) 7 (700) 8 (800) 9 (900) 10 (1000) 12,5 (1250) 15 (1500) 17,5 (1750) 20 (2000) 25 (2500) 30 (3000) TT 40E T02 30 9,60 8,00 7,40 6,95 6,55 6,20 5,90 5,65 5,45 5,00 4,65 4,40 4,20 -- -- TT 40E T04 30 11,95 9,95 9,20 8,55 8,05 7,60 7,25 7,00 6,70 6,15 5,70 5,45 5,15 4,75 4,40 TT 40E T06 30 13,35 11,10 10,20 9,50 8,95 8,45 8,05 7,75 7,45 6,85 6,35 6,10 5,75 5,35 4,95 TT 50E T06 30 15,35 12,70 11,70 10,95 10,30 9,75 9,30 8,85 8,50 7,80 7,30 6,90 6,55 6,05 5,60 TT 50E T08 30 16,25 13,45 12,50 11,65 11,00 10,40 9,90 9,45 9,10 8,35 7,80 7,40 7,00 6,50 6,00 TT 50A T10 60 16,65 14,60 13,60 12,70 12,00 11,40 10,90 10,40 10,05 9,25 8,60 8,15 7,75 7,15 6,60 TT 60A T08 60 16,85 15,10 14,10 13,25 12,55 11,95 11,40 10,95 10,50 9,70 9,05 8,55 8,10 7,45 6,90 TT 60A T10 60 18,10 16,15 15,05 14,15 13,40 12,75 12,20 11,70 11.

10 30 10,40 9,70 9,15 8,65 8,00 7,40 TT 60A T12 60 18,40 16,85 15,70 14,80 14,00 13,30 12,75 12,20 11,75 10,85 10,10 9,55 9,05 8,35 7,75 TT 70A T10 60 18,40 17,10 16,00 15,05 14,30 13,60 13,05 12,50 12,05 11,15 10,40 9,85 9,35 8,60 7,95 TT 70A T12 60 19,05 18,20 17,05 16,05 15,20 14,50 13,90 13,30 12,85 11,85 11,10 10,50 9,95 9,15 8,50 TT 70A T14 60 19,30 19,00 17,80 16,75 15,90 15,15 14,50 13,90 13,45 12,40 11,60 10,95 10,40 9,60 8,90 TT 80A T12 60 19,30 19,10 17,95 16,95 16,10 15,35 14,75 14,10 13,65 12,60 11,80 11,15 10,60 9,75 9,05 TT 80A T14 60 20,10 20,15 18,90 17,90 17,00 16,20 15,55 14,90 14,40 13,30 12,45 11,75 11,15 10,30 9,55 TT 80A T16 60 20,90 20,95 19,65 18,60 17,65 16,85 16,15 15,50 14,95 13,85 12,95 12,25 11,60 10,70 9,90 PLACA TT - MODELOS V (BADAJOZ)TT 30 VModeloTT 40 VTT 50 VTT 60 VAPOYO A MEDIA MADERARS20 (H-8) cmH cm(Kp/m2)R cmS cm(180)-12402020(205)11502525(230)106035 25(250)Peso kN/m21,82,052,32,5No puede hacerse apoyo a media limitadas por al hormigonar la capa de compresi n superior a 4 cm.