{"text_format":"1","workbook":"xlsx","n_sheets":16,"sheets":["MENU","Mallas Electrosoldadas","Barras de Refuerzo","Muros","Steel Deck","Estanteria Individual","Montacargas Dual","Estanterias Contiguas","Montacargas","PCA 1984","AASHTO 1993","Lanzado y Prefabricado","Conversión dosificación","INICIO","T & C","T & C (2)"],"not_rendered":{"charts":0,"images":38,"macros":1,"external_links":0,"defined_names":419,"comments":8,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"MENU","index":0,"n_rows":32,"n_cols":14,"rows_kept":32,"cut":false,"hidden":false,"merged":[[0,2,7,6],[8,0,8,7],[9,2,11,4]]}
[null,null,"PROGRAMAS PARA EL DISEÑO DE ELEMENTOS DE CONCRETO REFORZADOS CON FIBRA SINTÉTICA FIBRAPLAS CONCRETE® "]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Not Activated","Not Activated"]
[]
[]
[]
["ESTE PROGRAMA ASI COMO LA MARCA FIBRAPLAS CONCRETE® SON DE USO EXCLUSIVO DE LA EMPRESA COLOMBIANA DEL PLASTICO S.A.S."]
[null,null,"VERSIÓN 1.9"]
[]
[]
[]
["EQUIVALENCIAS A FIBRA"]
[]
[]
[]
[]
[]
["DISEÑO PISOS INDUSTRIALES"]
[]
[]
[]
[]
[]
["PAVIMENTOS RIGIDOS"]
[]
[]
[]
[]
[]
["OTRAS APLICACIONES"]

{"sheet":"Mallas Electrosoldadas","index":1,"n_rows":120,"n_cols":25,"rows_kept":120,"cut":false,"hidden":false,"merged":[[65,24,65,25],[35,2,35,11],[35,0,35,1],[43,6,43,9],[45,6,47,9],[45,10,47,10],[40,6,40,9],[41,6,41,9],[54,0,54,6],[51,8,54,11],[36,0,36,1],[36,2,36,11],[37,0,37,1],[1,12,8,12],[51,0,51,2],[63,24,63,25],[64,24,64,25],[1,0,8,7],[33,0,33,1],[33,2,33,11],[34,0,34,1],[34,2,34,11]]}
[]
["Dosificación de Fibra en Reemplazo de Malla Electrosoldada en Losas Apoyadas sobre el suelo Según Documento Técnico TR34, Concrete Society, UK"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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["Descripción del Proyecto"]
["Tipo de Malla Electrosoldada capa 1",null,"DIACO XX-295 (Q-7)"]
["Tipo de Malla Electrosoldada capa 2",null,"DIACO XX-221 (Q-6)"]
["Tipo de Agregado",null,"Agregado de Rio"]
["Número de capas de malla a considerar",null,2]
[]
["Diámetro de barra (capa 1), f",null,null,{"$f":"VLOOKUP(C35,OFFSET(Mallas_U_SI,,,,5),5,0)","v":7.5},"mm"]
["Diámetro de barra (capa 2), f",null,null,{"$f":"VLOOKUP(C36,OFFSET(Mallas_U_SI,,,,5),5,0)","v":6.5},"mm",null,"Medida de ancho unitario , b",null,null,null,1000,"mm"]
["Espaciamento mínimo entre barras (capa 1), s",null,null,{"$f":"VLOOKUP(C35,OFFSET(Mallas_U_SI,,,,2),2,0)","v":150},"mm",null,"Area de acero suministrado, As",null,null,null,{"$f":"IF(D44<150,PI()*(D40^2/4)/D42*K41,IF(C38=1,PI()*(D40^2/4)/D42*K41,PI()*(D40^2/4)/D42*K41+PI()*(D41^2/4)/D43*K41))","v":515.74479396432434},"mm2/m"]
["Espaciamento mínimo entre barras (capa 2), s",null,null,{"$f":"VLOOKUP(C36,OFFSET(Mallas_U_SI,,,,2),2,0)","v":150},"mm"]
["Espesor de losa, h",null,null,150,"mm",null,"Cuantía de Acero, r",null,null,null,{"$f":"IF(D44>0,K42/D44/K41*100,\"\")","v":0.3438298626428829},"%"]
["Resistencia a compresión concreto, f'c",null,null,28,"MPa"]
["Resistencia típica del acero, fy",null,null,420,"MPa",null,"Validación de la Cuantía              (r > 0.1%)",null,null,null,{"$f":"IF(AND(K44>0.1,K44<>\"\"),\"O.K.\",IF(K44<>\"\",\"CAMBIAR TIPO DE MALLA\",\"\"))","v":"O.K."}]
[]
[]
["Factor de resistencia a Flexión del Concreto",null,null,{"$f":"VLOOKUP(C37,OFFSET(Agregados,,,,2),2,0)","v":0.70579692546794215}]
["Resistencia a Flexión del concreto",null,null,{"$f":"D49*SQRT(D45)","v":3.7347262818043303},"MPa"]
["Resistencia Distribuida a la tensión del acero , fwwm ",null,null,{"$f":"IF(AND(D44<>\"\",D46<>\"\"),K42*D46/(1.15*K41*D44),\"\")","v":1.2557264548696592},"Mpa/m"]
["Re3 valor requerido para alcanzar la Resistencia Distribuida a Tensión",null,null,{"$f":"IF(OR(D51=\"\",D51=0,D50=0),\"\",IF((D51/(1/1.5*D50))*100<=70,(D51/(1/1.5*D50))*100,\"NO APLICA\"))","v":50.434477393467361},"%",null,null,null,"** - Conversión de dosificación de fibra a partir del desempeño requerido según ensayo ASTM C1609"]
[]
["Volumen requerido de FIBRAPLAS CONCRETE:",null,null,null,null,7.9999298004974939,"kg/m3","**"]
[{"$f":"IF(AND(D52<30,D52<>\"\"),\"(Re,3 < 30%) por lo tanto se especifica dosificación mínima para Re,3 = 30%\",IF(D52<>\"\",\"(Re,3 > 30%) por lo tanto se especifica dosificación según Re,3 obtenido\",\"\"))","v":"(Re,3 > 30%) por lo tanto se especifica dosificación según Re,3 obtenido"}]
[]
[]
[]
[]
[]
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[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Referencia","Separación (mm)","Area Long (mm2)","Area Transv. (mm2)","Diametro Long (mm)","Diametro Transv. (mm)",null,"Tipo de Agregado","Factor","Fuente"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW25.8/25.8  (2x2 W4.0/4.0)",50,25.8,25.8,{"$f":"SQRT(4*R65/PI())","v":5.7314553347441519},{"$f":"SQRT(4*S65/PI())","v":5.7314553347441519},null,"Agregado de Rio",{"$f":"8.5/SQRT(1/0.0068948)","v":0.70579692546794215},"Ringo"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW18.7/18.7  (2x2 W2.9/2.9)",50,18.7,18.7,4.8795060699365402,4.8795060699365402,null,"Triturado",0.76300000000000001,"Sanchez de guzman"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW13.3/13.3  (2x2 W2.1/2.1)",50,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW9.1/9.1       (2x2 W1.4/1.4)",50,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW5.6/5.6       (2x2 W0.9/0.9)",50,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW3.2/3.2       (2x2 W0.5/0.5)",50,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW2.0/2.0       (2x2 W0.3/0.3)",50,2,2,1.5957691216057308,1.5957691216057308]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW13.3/13.3  (3x3 W2.1/2.1)",76,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW9.1/9.1       (3x3 W1.4/1.4)",76,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW5.6/5.6       (3x3 W0.9/0.9)",76,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW3.2/3.2       (3x3 W0.5/0.5)",76,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW25.8/25.8  (4x4 W4.0/4.0)",102,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW18.7/18.7  (4x4 W2.9/2.9)",102,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW13.3/13.3  (4x4 W2.1/2.1)",102,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW11.1/11.1  (4x4 W1.7/1.7)",102,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW9.1/9.1       (4x4 W1.4/1.4)",102,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW5.6/5.6       (4x4 W0.9/0.9)",102,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW4.2/4.2       (4x4 W0.7/0.7)",102,4.2,4.2,2.3124891541124435,2.3124891541124435]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW3.2/3.2       (4x4 W0.5/0.5)",102,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW47.6/47.6  (6x6 W7.4/7.4)",152,47.6,47.6,7.7849985439557887,7.7849985439557887]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW40.6/40.6  (6x6 W6.3/6.3)",152,40.6,40.6,7.1898209655211591,7.1898209655211591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW34.9/34.9  (6x6 W5.4/5.4)",152,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW30.1/30.1  (6x6 W4.7/4.7)",152,30.1,30.1,6.1906793081638787,6.1906793081638787]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/25.8  (6x6 W4.0/4.0)",152,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/18.7  (6x6 W4.0/2.9)",152,25.8,18.7,5.7314553347441519,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW21.7/21.7  (6x6 W3.4/3.4)",152,21.7,21.7,5.2563578760157714,5.2563578760157714]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW18.7/18.7  (6x6 W2.9/2.9)",152,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW15.9/15.9  (6x6 W2.5/2.5)",152,15.9,15.9,4.4993898209967416,4.4993898209967416]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW13.3/13.3  (6x6 W2.1/2.1)",152,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW11.1/11.1  (6x6 W1.7/1.7)",152,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW9.1/9.1       (6x6 W1.4/1.4)",152,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"305x305 MW34.9/34.9  (12x12 W5.4/5.4)",305,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-084 (R-2.1)",150,{"$f":"PI()*T97^2/4","v":12.566370614359172},{"$f":"PI()*U97^2/4","v":12.566370614359172},4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-106 (R-3.3)",150,15.904312808798327,12.566370614359172,4.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-131 (R-3.1)",150,19.634954084936208,12.566370614359172,5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-158 (R-3.2)",150,23.758294442772812,12.566370614359172,5.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-221 (R-8.1)",150,33.183072403542191,12.566370614359172,6.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-257 (R-6.1)",150,38.484510006474963,19.634954084936208,7,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-335 (R-5.3)",150,50.26548245743669,19.634954084936208,8,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-378 (R-5.1)",150,56.745017305465637,19.634954084936208,8.5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-050 (Q-2.1)",250,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-063 (Q-2.2)",200,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-084 (Q-2)",150,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-106 (Q-3)",150,15.904312808798327,15.904312808798327,4.5,4.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-131 (Q-3.1)",150,19.634954084936208,19.634954084936208,5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-158 (Q-4)",150,23.758294442772812,23.758294442772812,5.5,5.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-188 (Q-5)",150,28.274333882308138,28.274333882308138,6,6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-221 (Q-6)",150,33.183072403542191,33.183072403542191,6.5,6.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-257 (Q-6.1)",150,38.484510006474963,38.484510006474963,7,7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-295 (Q-7)",150,44.178646691106465,44.178646691106465,7.5,7.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-335 (Q-7.1)",150,50.26548245743669,50.26548245743669,8,8]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-378 (Q-8)",150,56.745017305465637,56.745017305465637,8.5,8.5]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recubrimiento superior mínimo (mm)",40]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recubrimiento inferior mínimo (mm)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Obtenido de tabla 20.6.1.3.1 ACI 318-M14"]

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[]
["Dosificación de Fibra en Reemplazo de Barras de Acero en Losas Apoyadas sobre el suelo Según Documento Técnico TR34, Concrete Society, UK"]
[]
[]
[null,null,null,null,null,null,null,null,null,"Datos de entrada requeridos"]
[null,null,null,null,null,null,null,null,null,"Constantes - reemplace solamente si es necesario"]
[null,null,null,null,null,null,null,null,null,"Datos calculados"]
[null,null,null,null,null,null,null,null,null,"Requerimientos finales de dosificación"]
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[]
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[]
[]
["Descripción del Proyecto",null,"Proyecto Numero 51"]
["Refuerzo Corrugado (Capa 1 dir.X)",null,"#2  (1/4\") (M6)"]
["Refuerzo Corrugado (Capa 1 dir.Y)",null,"#2  (1/4\") (M6)"]
["Refuerzo Corrugado (Capa 2 dir.X)",null,"#4  (1/2\") (M13)"]
["Refuerzo Corrugado (Capa 2 dir.Y)",null,"#4  (1/2\") (M13)"]
["Tipo de Agregado",null,"Agregado de Rio"]
[]
["Número de capas de malla a considerar",null,2]
[]
["Diámetro de barra (1-X), f1",null,null,{"$f":"VLOOKUP(C44,OFFSET(Barras,,,,4),4,0)","v":6.35},"mm",null,"Medida de ancho unitario , b",null,null,null,1000,"mm"]
["Diámetro de barra (1-Y), f2",null,null,{"$f":"VLOOKUP(C45,OFFSET(Barras,,,,4),4,0)","v":6.35},"mm"]
["Diámetro de barra (2-X), f3",null,null,{"$f":"VLOOKUP(C46,OFFSET(Barras,,,,4),4,0)","v":12.7},"mm"]
["Diámetro de barra (2-Y), f4",null,null,{"$f":"VLOOKUP(C47,OFFSET(Barras,,,,4),4,0)","v":12.7},"mm"]
["Espaciamento entre barras, 1-X",null,null,100,"mm",null,"Area de acero suministrado, As",null,null,null,{"$f":"IF(OR(D56=\"\",D57=\"\",D58=\"\",D59=\"\"),\"\",IF(D60<150,MAX(PI()*(D52^2/4)/D56*K52,PI()*(D53^2/4)/D57*K52),IF(C50=1,MAX(PI()*(D52^2/4)/D56*K52,PI()*(D53^2/4)/D57*K52),MAX(PI()*(D52^2/4)/D56*K52+PI()*(D54^2/4)/D58*K52,PI()*(D53^2/4)/D57*K52+PI()*(D55^2/4)/D59*K52))))","v":1583.4608721796803},"mm2/m"]
["Espaciamento entre barras, 1-Y",null,null,100,"mm"]
["Espaciamento entre barras, 2-X",null,null,100,"mm"]
["Espaciamento entre barras, 2-Y",null,null,100,"mm"]
["Espesor de losa, h",null,null,150,"mm",null,"Cuantía de Acero, r",null,null,null,{"$f":"IF(AND(K56<>\"\",D60<>\"\"),K56/D60/K52*100,\"\")","v":1.05564058145312},"%"]
["Resistencia a compresión concreto, f'c",null,null,25,"MPa"]
["Resistencia típica del acero, fy",null,null,420,"MPa",null,"Validación de la Cuantía              (r > 0.1%)",null,null,null,{"$f":"IF(AND(K60>0.1,K60<>\"\"),\"O.K.\",IF(K60<>\"\",\"CAMBIAR TIPO DE REFUERZO\",\"\"))","v":"O.K."}]
[]
[]
["Factor de resistencia a Flexión del Concreto",null,null,{"$f":"VLOOKUP(C48,OFFSET(Agregados,,,,2),2,0)","v":0.70579692546794215}]
["Resistencia a Flexión del concreto",null,null,{"$f":"D65*SQRT(D61)","v":3.5289846273397107},"MPa"]
["Resistencia Distribuida a la tensión del acero , fwwm ",null,null,{"$f":"IF(AND(K56<>\"\",D60<>\"\",D62<>\"\"),K56*D62/(1.15*K52*D60),\"\")","v":3.8553829931331345},"Mpa/m"]
["Re3 valor requerido para alcanzar la Resistencia Distribuida a Tensión",null,null,{"$f":"IF(D67=\"\",\"\",IF((D67/(1/1.5*D66))*100<=70,(D67/(1/1.5*D66))*100,\"NO APLICA\"))","v":"NO APLICA"},"%",null,null,null,"** - Conversión de dosificación de fibra a partir del desempeño requerido según ensayo ASTM C1609."]
[]
["Volumen requerido de FIBRAPLAS CONCRETE:",null,null,null,null,null,"kg/m3","**"]
[{"$f":"IF(AND(D68<30,D68<>\"\"),\"(Re,3 < 30%) por lo tanto se especifica dosificación mínima para Re,3 = 30%\",IF(D68<>\"\",\"(Re,3 > 30%) por lo tanto se especifica dosificación según Re,3 obtenido\",\"\"))","v":"(Re,3 > 30%) por lo tanto se especifica dosificación según Re,3 obtenido"}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Tamaño","Referencia","Diámetro","Diámetro",null,"Tipo de Agregado","Factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in)","(mm)",null,"Agregado de Rio",{"$f":"8.5/SQRT(1/0.0068948)","v":0.70579692546794215}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#2  (1/4\") (M6)",2,{"$f":"+O80/8","v":0.25},{"$f":"P80*25.4","v":6.35},null,"Triturado",0.76300000000000001]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#3  (3/8\") (M9)",3,0.375,9.5249999999999986]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#4  (1/2\") (M13)",4,0.5,12.7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#5  (5/8\") (M16)",5,0.625,15.875]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#6  (3/4\") (M19)",6,0.75,19.049999999999997]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#7  (7/8\") (M22)",7,0.875,22.224999999999998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#8   (1\") (M25)",8,1,25.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#9 (1 1/8\") (M29)",9,1.125,28.574999999999999]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#10 (1 1/4\") (M32)",10,1.25,31.75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#11 (1 3/8\") (M35)",11,1.375,34.924999999999997]

{"sheet":"Muros","index":3,"n_rows":131,"n_cols":23,"rows_kept":131,"cut":false,"hidden":false,"merged":[[56,0,56,2],[56,8,58,11],[58,0,58,4],[1,0,8,7],[42,0,42,1],[42,2,42,11],[43,0,43,1],[50,6,52,9],[50,10,52,10],[53,0,53,2],[54,0,54,2],[55,0,55,2],[43,2,43,11],[36,0,39,11]]}
[]
["Dosificación de Fibra en Reemplazo de Malla Electrosoldada en Elementos de Pared Delgada considerando la Resistencia Residual Promedio (ASTM C1399) del Concreto Reforzado con Fibras"]
[]
[]
[null,null,null,null,null,null,null,null,null,"Datos de entrada requeridos"]
[null,null,null,null,null,null,null,null,null,"Constantes - reemplace solamente si es necesario"]
[null,null,null,null,null,null,null,null,null,"Datos calculados"]
[null,null,null,null,null,null,null,null,null,"Requerimientos finales de dosificación"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["NOTA: Esta herramienta NO fue desarrollada para reemplazar el refuerzo principal de muros en concreto reforzado.  Esta herramienta contempla elementos prefabricados de pared delgada principalmente.  Para casos especiales (reemplazar acero de refuerzo mínimo usado para control de retracción por FIBRAPLAS CONCRETE en muros en concreto reforzado o Box Culverts) comuníquese con el área técnica de ECOPLAS S.AS."]
[]
[]
[]
[]
[]
["Descripción del Proyecto"]
["Refuerzo corrugado",null,"#2  (1/4\") (M6)"]
[]
[]
["Diámetro de barra, f",null,null,{"$f":"VLOOKUP(C44,OFFSET(Barras,,,,4),4,0)","v":6.35},"mm",null,"Medida de ancho unitario , b",null,null,null,1000,"mm"]
["Espaciamento entre barras, s",null,null,50,"mm",null,"Area de acero suministrado, As",null,null,null,{"$f":"PI()*(D47^2/4)/D48*K47","v":633.38434887187213},"mm2/m"]
["Espesor de la pared, h",null,null,250,"mm",null,"Cuantía de Acero, r",null,null,null,{"$f":"IF(D49<>\"\",K48/D49/K47*100,\"\")","v":0.25335373954874885},"%"]
["Resistencia a compresión concreto, f'c",null,null,28,"MPa"]
["Resistencia típica del acero, fy",null,null,420,"MPa"]
["Posición del acero, d",null,null,{"$f":"D49/2","v":125},"mm"]
[]
["Profundidad Bloque de esfuerzo equivalente, a",null,null,{"$f":"IF(AND(D50<>\"\",D51<>\"\"),K48*D51/(0.85*D50*K47),\"\")","v":11.177370862444802},"mm"]
["Momento resistente, Mr",null,null,{"$f":"IF(D54<>\"\",0.9*K48*D51*(D52-D54/2)/(1000000),\"\")","v":28.589371420458054},"kN.m"]
["Capacidad de Esfuerzos de la sección reforzada con fibra, s",null,null,{"$f":"IF(AND(D49<>\"\",D54<>\"\"),D55*1000000*(D49/2)/(K47*D49^3/12),\"\")","v":2.7445796563639733},"MPa"]
[null,null,null,null,null,null,null,null,"** - Conversión de dosificación de fibra a partir del desempeño requerido según ensayo ASTM C1399."]
[]
["Volumen requerido de FIBRAPLAS CONCRETE:",null,null,null,null,3.2313284696004585,"kg/m3","**"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Referencia","Separación (mm)","Area Long (mm2)","Area Transv. (mm2)","Diametro Long (mm)","Diametro Transv. (mm)",null,null,"Tipo de Agregado","Factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW25.8/25.8  (2x2 W4.0/4.0)",50,25.8,25.8,{"$f":"SQRT(4*P66/PI())","v":5.7314553347441519},{"$f":"SQRT(4*Q66/PI())","v":5.7314553347441519},null,null,"Agregado de Rio",{"$f":"8.5/SQRT(1/0.0068948)","v":0.70579692546794215}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW18.7/18.7  (2x2 W2.9/2.9)",50,18.7,18.7,4.8795060699365402,4.8795060699365402,null,null,"Triturado",{"$f":"10/SQRT(1/0.0068948)","v":0.83034932407993201}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW13.3/13.3  (2x2 W2.1/2.1)",50,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW9.1/9.1       (2x2 W1.4/1.4)",50,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW5.6/5.6       (2x2 W0.9/0.9)",50,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW3.2/3.2       (2x2 W0.5/0.5)",50,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW2.0/2.0       (2x2 W0.3/0.3)",50,2,2,1.5957691216057308,1.5957691216057308]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW13.3/13.3  (3x3 W2.1/2.1)",76,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW9.1/9.1       (3x3 W1.4/1.4)",76,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW5.6/5.6       (3x3 W0.9/0.9)",76,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW3.2/3.2       (3x3 W0.5/0.5)",76,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW25.8/25.8  (4x4 W4.0/4.0)",102,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW18.7/18.7  (4x4 W2.9/2.9)",102,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW13.3/13.3  (4x4 W2.1/2.1)",102,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW11.1/11.1  (4x4 W1.7/1.7)",102,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW9.1/9.1       (4x4 W1.4/1.4)",102,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW5.6/5.6       (4x4 W0.9/0.9)",102,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW4.2/4.2       (4x4 W0.7/0.7)",102,4.2,4.2,2.3124891541124435,2.3124891541124435]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW3.2/3.2       (4x4 W0.5/0.5)",102,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW47.6/47.6  (6x6 W7.4/7.4)",152,47.6,47.6,7.7849985439557887,7.7849985439557887]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW40.6/40.6  (6x6 W6.3/6.3)",152,40.6,40.6,7.1898209655211591,7.1898209655211591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW34.9/34.9  (6x6 W5.4/5.4)",152,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW30.1/30.1  (6x6 W4.7/4.7)",152,30.1,30.1,6.1906793081638787,6.1906793081638787]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/25.8  (6x6 W4.0/4.0)",152,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/18.7  (6x6 W4.0/2.9)",152,25.8,18.7,5.7314553347441519,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW21.7/21.7  (6x6 W3.4/3.4)",152,21.7,21.7,5.2563578760157714,5.2563578760157714]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW18.7/18.7  (6x6 W2.9/2.9)",152,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW15.9/15.9  (6x6 W2.5/2.5)",152,15.9,15.9,4.4993898209967416,4.4993898209967416]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW13.3/13.3  (6x6 W2.1/2.1)",152,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW11.1/11.1  (6x6 W1.7/1.7)",152,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW9.1/9.1       (6x6 W1.4/1.4)",152,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"305x305 MW34.9/34.9  (12x12 W5.4/5.4)",305,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-084",150,{"$f":"PI()*R98^2/4","v":12.566370614359172},{"$f":"PI()*S98^2/4","v":12.566370614359172},4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-106",150,15.904312808798327,12.566370614359172,4.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-131",150,19.634954084936208,12.566370614359172,5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-158",150,23.758294442772812,12.566370614359172,5.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-221",150,33.183072403542191,12.566370614359172,6.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-257",150,38.484510006474963,19.634954084936208,7,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-335",150,50.26548245743669,19.634954084936208,8,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-378",150,56.745017305465637,19.634954084936208,8.5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-050",250,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-063",200,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-084",150,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-106",150,15.904312808798327,15.904312808798327,4.5,4.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-131",150,19.634954084936208,19.634954084936208,5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-158",150,23.758294442772812,23.758294442772812,5.5,5.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-188",150,28.274333882308138,28.274333882308138,6,6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-221",150,33.183072403542191,33.183072403542191,6.5,6.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-257",150,38.484510006474963,38.484510006474963,7,7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-295",150,44.178646691106465,44.178646691106465,7.5,7.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-335",150,50.26548245743669,50.26548245743669,8,8]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-378",150,56.745017305465637,56.745017305465637,8.5,8.5]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Tamaño","Referencia","Diámetro","Diámetro"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in)","(mm)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#2  (1/4\") (M6)",2,{"$f":"+O122/8","v":0.25},{"$f":"P122*25.4","v":6.35}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#3  (3/8\") (M9)",3,0.375,9.5249999999999986]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#4  (1/2\") (M13)",4,0.5,12.7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#5  (5/8\") (M16)",5,0.625,15.875]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#6  (3/4\") (M19)",6,0.75,19.049999999999997]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#7  (7/8\") (M22)",7,0.875,22.224999999999998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#8   (1\") (M25)",8,1,25.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#9 (1 1/8\") (M29)",9,1.125,28.574999999999999]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#10 (1 1/4\") (M32)",10,1.25,31.75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"#11 (1 3/8\") (M35)",11,1.375,34.924999999999997]

{"sheet":"Steel Deck","index":4,"n_rows":128,"n_cols":24,"rows_kept":128,"cut":false,"hidden":false,"merged":[[55,7,57,9],[55,10,57,10],[1,0,8,7],[15,0,15,1],[15,2,15,11],[41,0,41,1],[41,2,41,4],[31,5,33,9],[58,0,58,2],[59,0,59,2],[60,0,60,2],[61,0,61,2],[61,8,66,11],[63,0,63,4]]}
[]
["Dosificación de Fibra en Entrepisos de concreto compuestos con lámina metálica según documento SDI-ANSI-C-2011"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Descripción del Proyecto"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["DEFINICIÓN PROPIEDADES BÁSICAS DEL ENTREPISO COMPUESTO"]
[]
["Referencia lámina metálica(deck depth) ",null,null,50.8,"mm"]
[]
["Altura total de la losa (total slab depth) ",null,null,100.8,"mm",{"$f":"IF(AND(D30-50.8=0,D32>=100.8),\"O.K.\",IF(D32>=126.2,\"O.K.\",\"El recubrimiento es menor a 50 mm, considerar un recubrimiento igual o superior a 50 mm\"))","v":"O.K."}]
[]
["Altura por encima de la lámina metálica (t)",null,null,{"$f":"IF(AND(D30<>\"\",D32<>\"\"),IF(D32>=D30+50,D32-D30,50),\"\")","v":50},"mm"]
[]
["Area de Acero por temperatura mínima Requerida",null,null,{"$f":"IF(D34<>\"\",IF(0.00075*D34*1000>59.868,0.00075*D34*1000,59.868),\"\")","v":59.868000000000002},"mm2/m"]
[]
[]
["PASO 2: SELECCIÓN DEL TIPO DE MALLA ELECTROSOLDADA MÍNIMA REQUERIDA"]
[]
[]
["Tipo de Malla Electrosoldada",null,"152x152 MW13.3/13.3  (6x6 W2.1/2.1)"]
[]
[]
["Diámetro de barra, f",null,null,{"$f":"VLOOKUP(Tipo_malla,OFFSET(Mallas_U_SI,,,,5),5,0)","v":4.1151046092387089},"mm"]
["Espaciamento entre barras, s",null,null,{"$f":"VLOOKUP(Tipo_malla,OFFSET(Mallas_U_SI,,,,2),2,0)","v":152},"mm"]
["Medida de ancho unitario , b",null,null,1000,"mm"]
["Area de acero suministrado, As",null,null,{"$f":"PI()*(D45^2/4)/D46*D47","v":87.500000000000028},"mm2/m"]
[]
["VALIDACIÓN DE LA MALLA ELECTROSOLDADA",null,null,{"$f":"IF(D36<>\"\",IF(D48/D36>=1,\"CUMPLE\",\"NO CUMPLE\"),\"\")","v":"CUMPLE"},{"$f":"IF(D50=\"NO CUMPLE\",\"SELECCIONAR OTRA MALLA\",\"\")","v":""}]
[]
[]
["PROPIEDADES DEL CONCRETO"]
[]
["Resistencia a compresión concreto, f'c",null,null,15,"MPa"]
["Resistencia típica del acero, fy",null,null,485,"MPa"]
[]
[]
["Factor de resistencia a Flexión del Concreto",null,null,0.71]
["Resistencia a Flexión del concreto (MR)",null,null,{"$f":"D59*SQRT(D55)","v":2.749818175807266},"MPa"]
["Resistencia Distribuida a la tensión del acero , fwwm ",null,null,{"$f":"IF(AND(D56<>\"\",D36<>\"\"),D36*D56/(1.15*D47*D34),\"\")","v":0.50497356521739134},"MPa"]
["Re3 valor requerido para alcanzar la Resistencia Distribuida a Tensión",null,null,{"$f":"IF(OR(D60=\"\",D60=0,D61=\"\"),\"\",(D61/(1/1.5*D60))*100)","v":27.545833920590727},"%",null,null,null,"** - Conversión de dosificación de fibra a partir del desempeño requerido según ensayo ASTM C1609."]
[]
["Volumen requerido de FIBRAPLAS CONCRETE:",null,null,null,null,2.735541801735867,"kg/m3","**"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Referencia","Separación (mm)","Area Long (mm2)","Area Transv. (mm2)","Diametro Long (mm)","Diametro Transv. (mm)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW25.8/25.8  (2x2 W4.0/4.0)",50,25.8,25.8,{"$f":"SQRT(4*Q77/PI())","v":5.7314553347441519},{"$f":"SQRT(4*R77/PI())","v":5.7314553347441519},null,null,"Metaldeck 2\"",{"$f":"25.4*2","v":50.8}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW18.7/18.7  (2x2 W2.9/2.9)",50,18.7,18.7,4.8795060699365402,4.8795060699365402,null,null,"Metaldeck 3\"",{"$f":"25.4*3","v":76.199999999999989}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW13.3/13.3  (2x2 W2.1/2.1)",50,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW9.1/9.1       (2x2 W1.4/1.4)",50,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW5.6/5.6       (2x2 W0.9/0.9)",50,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW3.2/3.2       (2x2 W0.5/0.5)",50,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW2.0/2.0       (2x2 W0.3/0.3)",50,2,2,1.5957691216057308,1.5957691216057308]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW13.3/13.3  (3x3 W2.1/2.1)",76,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW9.1/9.1       (3x3 W1.4/1.4)",76,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW5.6/5.6       (3x3 W0.9/0.9)",76,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW3.2/3.2       (3x3 W0.5/0.5)",76,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW25.8/25.8  (4x4 W4.0/4.0)",102,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW18.7/18.7  (4x4 W2.9/2.9)",102,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW13.3/13.3  (4x4 W2.1/2.1)",102,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW11.1/11.1  (4x4 W1.7/1.7)",102,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW9.1/9.1       (4x4 W1.4/1.4)",102,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW5.6/5.6       (4x4 W0.9/0.9)",102,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW4.2/4.2       (4x4 W0.7/0.7)",102,4.2,4.2,2.3124891541124435,2.3124891541124435]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW3.2/3.2       (4x4 W0.5/0.5)",102,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW47.6/47.6  (6x6 W7.4/7.4)",152,47.6,47.6,7.7849985439557887,7.7849985439557887]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW40.6/40.6  (6x6 W6.3/6.3)",152,40.6,40.6,7.1898209655211591,7.1898209655211591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW34.9/34.9  (6x6 W5.4/5.4)",152,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW30.1/30.1  (6x6 W4.7/4.7)",152,30.1,30.1,6.1906793081638787,6.1906793081638787]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/25.8  (6x6 W4.0/4.0)",152,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/18.7  (6x6 W4.0/2.9)",152,25.8,18.7,5.7314553347441519,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW21.7/21.7  (6x6 W3.4/3.4)",152,21.7,21.7,5.2563578760157714,5.2563578760157714]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW18.7/18.7  (6x6 W2.9/2.9)",152,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW15.9/15.9  (6x6 W2.5/2.5)",152,15.9,15.9,4.4993898209967416,4.4993898209967416]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW13.3/13.3  (6x6 W2.1/2.1)",152,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW11.1/11.1  (6x6 W1.7/1.7)",152,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW9.1/9.1       (6x6 W1.4/1.4)",152,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"305x305 MW34.9/34.9  (12x12 W5.4/5.4)",305,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-084",150,{"$f":"PI()*S109^2/4","v":12.566370614359172},{"$f":"PI()*T109^2/4","v":12.566370614359172},4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-106",150,15.904312808798327,12.566370614359172,4.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-131",150,19.634954084936208,12.566370614359172,5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-158",150,23.758294442772812,12.566370614359172,5.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-221",150,33.183072403542191,12.566370614359172,6.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-257",150,38.484510006474963,19.634954084936208,7,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-335",150,50.26548245743669,19.634954084936208,8,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-378",150,56.745017305465637,19.634954084936208,8.5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-050",250,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-063",200,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-084",150,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-106",150,15.904312808798327,15.904312808798327,4.5,4.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-131",150,19.634954084936208,19.634954084936208,5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-158",150,23.758294442772812,23.758294442772812,5.5,5.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-188",150,28.274333882308138,28.274333882308138,6,6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-221",150,33.183072403542191,33.183072403542191,6.5,6.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-257",150,38.484510006474963,38.484510006474963,7,7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-295",150,44.178646691106465,44.178646691106465,7.5,7.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-335",150,50.26548245743669,50.26548245743669,8,8]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-378",150,56.745017305465637,56.745017305465637,8.5,8.5]

{"sheet":"Estanteria Individual","index":5,"n_rows":264,"n_cols":13,"rows_kept":264,"cut":false,"hidden":false,"merged":[[0,0,4,2],[190,6,190,9],[6,1,6,4],[152,1,152,3],[153,1,153,3],[14,2,14,4]]}
["Diseño de Pisos Industriales (Carga Estantería Individual) Según Reporte Técnico TR34 - Concrete Industrial Ground Floors: A guide to Design and Construction, 3ra Edición, Concrete Society, UK  "]
[]
[]
[]
[]
[]
["Descripción del Proyecto:"]
[]
["1. Parámetro del Suelo:"]
[]
[null,"Módulo de Subrasante","k",5.2999999999999999E-2,"N/mm3"]
[]
["2. Parámetros del Concreto:"]
[]
[null,"Determinación del módulo de Rotura"]
[]
[null,"Resistencia a Compresión a los 28 días","fck",29,"MPa"]
[]
[null,"Módulo de Rotura","fctm",4.1088807478436262,"MPa"]
[]
[null,"Dosificacion fibra FIBRAPLAS Concrete","Dfb",3.2,"kg/m3"]
[]
[]
["3. Parámetros Geométricos y Carga Máxima:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Dimensión A en platina de base","A =",100,"mm"]
[]
[null,"Dimensión B en platina de base","B =",100,"mm"]
[]
[null,"Carga Estática Máxima","Q1",40,"kN"]
[]
[null,"Factor Parcial de Seguridad para las cargas de diseño",null,1.3]
[]
[null,"Factor Global de Seguridad para las cargas de diseño",null,{"$f":"FS_parcial*gc","v":1.9500000000000002}]
[]
[null,"Espesor de piso ","h",130.20012989197258,"mm"]
[]
[]
[]
[]
[]
[]
[]
[null,"Espesor mínimo del piso (carga interna)","h",88.890822867415039,"mm"]
[null,"Espesor mínimo del piso (carga de borde)","h",90.738761531517369,"mm"]
[null,"Espesor mínimo del piso (carga de esquina)","h",130.20012989197258,"mm"]
[]
[]
["4. Condición interna:"]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida ","Q1,ult",{"$f":"gf1_*Q1_","v":52},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,1",{"$f":"2*PI()*(Mp+Mn)","v":88.469736611453712},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,2",{"$f":"4*PI()*(Mp+Mn)/((1-a/(3*l)))","v":182.80831608824593},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,3",{"$f":"IF(a_l<=0.2,Pu_1+(Pu_2-Pu_1)*(a_l/0.2),Pu_2)","v":133.89914958366867},"kN"]
[null,"Índice de Capacidad para cargas internas","Pu,3/Q1,ult",{"$f":"Pu_3/Q1_ult","v":2.5749836458397821},{"$f":"IF(D70>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_3*gc)/(Q1_ult/FS_parcial)","v":5.0212181093875756}]
[]
[]
["Perforación por Corte"]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"2*(AA_1+BB_1)","v":400},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.3312838741186241},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas internas","Pp,max1/Q1,ult",{"$f":"Pp_max1/Q1_ult","v":3.8513198422045485},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max1*gc)/(Q1_ult/FS_parcial)","v":7.5100736922988691}]
[]
[null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"2*(AA_1+BB_1+PI()*2*d)","v":1627.1073146951737},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"+Pp_max5","v":101.12887353966124},"kN"]
[null,"Índice de Capacidad a Perforación por cargas internas en perímetro crítico","Pp,max5/Q1,ult",{"$f":"Pp_max5/Q1_ult","v":1.9447860296088701},{"$f":"IF(D85>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max5*gc)/(Q1_ult/FS_parcial)","v":3.7923327577372965}]
[]
[]
["5. Condición de borde:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para bordes entre paneles","Q1,ult,jb",{"$f":"gf1_*Q1_*0.6","v":31.2},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,4",{"$f":"(PI()*(Mp+Mn)/2)+2*Mn","v":43.787582970505149},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,5",{"$f":"(PI()*(Mp+Mn)+4*Mn)/((1-(2*a)/(3*l)))","v":93.583969284277984},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,6",{"$f":"IF(a_l<=0.2,Pu_4+(Pu_5-Pu_4)*(a_l/0.2),Pu_5)","v":67.767386471032282},"kN"]
[null,"Índice de Capacidad para bordes entre paneles","Pu,6/Q1,ult,jb",{"$f":"Pu_6/Q1_ult_jb","v":2.172031617661291},{"$f":"IF(D106>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_6*gc)/(Q1_ult_jb/FS_parcial)","v":4.2354616544395176}]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 1)","u0,2",{"$f":"2*(AA_1)+BB_1","v":300},"mm"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"AA_1+2*BB_1","v":300},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult_jb*1000/(u0_2*d)","v":1.0650270992948991},"N/mm2"]
[null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult_jb*1000/(u0_3*d)","v":1.0650270992948991},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas de borde","Pp,max2,3/Q1,ult,jb",{"$f":"MIN(Pp_max2,Pp_max3)/Q1_ult_jb","v":4.8141498027556864},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(MIN(Pp_max2,Pp_max3)*gc)/(Q1_ult_jb/FS_parcial)","v":9.3875921153735877}]
[]
[null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"2*(AA_1)+BB_1+PI()*2*d","v":913.55365734758686},"mm"]
[null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"AA_1+2*BB_1+PI()*2*d","v":913.55365734758686},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"+Pp_max6","v":56.779692065306129},"kN"]
[null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"+Pp_max7","v":56.779692065306129},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de borde en perímetro crítico","Pp,max6/Q1,ult,jb",{"$f":"MIN(Pp_max6,Pp_max7)/Q1_ult_jb","v":1.8198619251700683},{"$f":"IF(D126>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(MIN(Pp_max6,Pp_max7)*gc)/(Q1_ult_jb/FS_parcial)","v":3.5487307540816331}]
[]
[]
["6. Condición de esquina:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para esquinas entre paneles","Q1,ult,ep",{"$f":"gf1_*Q1_*0.6","v":31.2},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,7",{"$f":"2*Mn","v":21.670148817641721},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,8",{"$f":"4*Mn/((1-a_l))","v":47.959328707882037},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,9",{"$f":"IF(a_l<=0.2,Pu_7+(Pu_8-Pu_7)*(a_l/0.2),Pu_8)","v":34.329890108619928},"kN"]
[null,"Índice de Capacidad para esquinas entre paneles","Pu,9/Q1,ult,ep",{"$f":"Pu_9/Q1_ult_ep","v":1.1003169906608952},{"$f":"IF(D147>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_9*gc)/(Q1_ult_ep/FS_parcial)","v":2.1456181317887455}]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"(AA_1)+BB_1","v":200},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.5975406489423489},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas esquina","Pp,max4/Q1,ep",{"$f":"Pp_max4/Q1_ult_ep","v":3.2094332018371237},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max4*gc)/(Q1_ult_ep/FS_parcial)","v":6.2583947435823903}]
[]
[null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"(AA_1)+BB_1+PI()/2*2*d","v":506.77682867379343},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"+Pp_max8","v":31.497473680390826},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de esquina en perímetro crítico","Pp,max8/Q1,ult,ep",{"$f":"Pp_max8/Q1_ult_ep","v":1.0095344128330392},{"$f":"IF(D163>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max8*gc)/(Q1_ult_ep/FS_parcial)","v":1.9685921050244266}]
[]
[]
[]
[]
[]
[null,null,null,null,null,"FS_Interno",{"$f":"MIN(Pu_3/Q1_ult,Pp_max1/Q1_ult,Pp_max5/Q1_ult)","v":1.9447860296088701},null,null,null,null,null,"Calculado"]
[null,null,null,null,null,"FS_Borde",{"$f":"MIN(Pu_6/Q1_ult_jb,Pp_max2/Q1_ult_jb,Pp_max6/Q1_ult_jb)","v":1.8198619251700683},null,null,null,null,null,"Definido por el usuario"]
[null,null,null,null,null,"FS_Esquina",{"$f":"MIN(Pu_9/Q1_ult_ep,Pp_max4/Q1_ult_ep,Pp_max8/Q1_ult_ep)","v":1.0095344128330392},null,null,null,null,null,1]
[]
[null,null,null,null,null,null,"Resistencia característica a la compresión  (cubo)","fcu",{"$f":"1.47*fck-6.6","v":36.03},"N/mm2"]
[null,null,null,null,null,null,"Resistencia a la compresión promedio (cilíndro)","fcm",{"$f":"+fck+8","v":37},"N/mm2"]
[null,null,null,null,null,null,"Resistencia a la tensión axial promedio","fctm",{"$f":"fr","v":4.1088807478436262},"N/mm2"]
[null,null,null,null,null,null,"Resistencia característica a la tensión axial  (5% fractura)","fctk(0.05)",{"$f":"0.7*fctm","v":2.8762165234905384},"N/mm2"]
[null,null,null,null,null,null,"Módulo de rigidez secante","Ecm",{"$f":"22*(fcm/10)^0.3*1000","v":32574.90801622803},"N/mm2"]
[null,null,null,null,null,null,"Resistencia caracterísitica a la flexión del concreto plano","fctk,fl",{"$f":"MIN(2,(1+(200/h)^0.5))*fctk_0.05","v":5.7524330469810767},"N/mm2"]
[null,null,null,null,null,null,"Espesor efectivo de la losa","d",{"$f":"0.75*h","v":97.650097418979442},"mm"]
[null,null,null,null,null,null,"Factor No. 1 para cálculos de resistencia al corte","k1",{"$f":"IF(1+(200/d)^0.5<2,1+(200/d)^0.5,2)","v":2}]
[null,null,null,null,null,null,"Resistencia mínima del concreto al corte","vRd,ct",{"$f":"0.035*k1_^(3/2)*fck^(1/2)","v":0.53310411741047348},"N/mm2"]
[null,null,null,null,null,null,"Rigidez de la losa","k3",{"$f":"Ecm*h^3/(12*(1-n^2))/1000000","v":6241.1550426823542},"MN.mm"]
[null,null,null,null,null,null,"Índice de rigidez relativa","l",{"$f":"(Ecm*h^3/(12*(1-n^2)*k))^0.25","v":585.79717836163888},"mm"]
[null,null,null,null,null,null,"Índice de resistencia a flexión equivalente","Re,3",29.952000000000002,"%"]
[null,null,null,null,null,null,"Momento resistente último negativo de la losa","Mn",{"$f":"fctk_fl/gc*(h^2/6)/1000","v":10.83507440882086},"kN"]
[null,null,null,null,null,null,"Momento resistente último positivo de la losa","Mp",{"$f":"fctk_fl/gc*(Re_3/100)*(h^2/6)/1000","v":3.2453214869300244},"kN"]
[]
[null,null,null,null,null,null,"Índice a/l","a/l",{"$f":"+a/l","v":9.6311420469058107E-2}]
[]
[null,null,null,null,null,null,"CARGAS INTERNAS"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"CONSTANTES"]
[null,null,null,null,null,null,"Relación de Poisson","n",0.2]
[null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica menor o igual a 460 Mpa","gs1",1.05]
[null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica mayor a 460 Mpa","gs2",1.1499999999999999]
[null,null,null,null,null,null,"Factor parcial de seguridad para concreto plano y concreto reforzado con fibras","gc",1.5]
[null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones permanentes (estantes)","gf1",{"$f":"FS_parcial","v":1.3}]
[null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones variables (cargas aleatorias)","gf2",1.5]
[null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones dinámicas (montacargas y maquinaria sometida a vibración)","gf3",1.6]
[null,null,null,null,null,null,"Radio del área de contacto equivalente","a",{"$f":"SQRT((AA_1*BB_1)/PI())","v":56.418958354775633},"mm"]
[]
[]
[]
[]
[null,null,null,null,null,null,"Punzonamiento"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"Resistencia de diseño a compresión del concreto","fcd",{"$f":"fck/gc","v":19.333333333333332},"N/mm2"]
[null,null,null,null,null,null,null,"k2",{"$f":"0.6*(1-fck/250)","v":0.53039999999999998}]
[null,null,null,null,null,null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"2*(AA_1+BB_1)","v":400},"mm"]
[null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde 1)","u0,2",{"$f":"2*(AA_1)+BB_1","v":300},"mm"]
[null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"AA_1+2*BB_1","v":300},"mm"]
[null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"(AA_1)+BB_1","v":200},"mm"]
[null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.3312838741186241},"N/mm2",{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult_jb*1000/(u0_2*d)","v":1.0650270992948991},"N/mm2",{"$f":"IF(vmax>vp_2,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult_jb*1000/(u0_3*d)","v":1.0650270992948991},"N/mm2",{"$f":"IF(vmax>vp_3,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.5975406489423489},"N/mm2",{"$f":"IF(vmax>vp_4,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[]
[null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso interior)","Pp,max1",{"$f":"vmax*u0_1*d/1000","v":200.26863179463652},"kN"]
[null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max2",{"$f":"vmax*u0_2*d/1000","v":150.2014738459774},"kN"]
[null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max3",{"$f":"vmax*u0_3*d/1000","v":150.2014738459774},"kN"]
[null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso esquina)","Pp,max4",{"$f":"vmax*u0_4*d/1000","v":100.13431589731826},"kN"]
[null,null,null,null,null,null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"2*(AA_1+BB_1+PI()*2*d)","v":1627.1073146951737},"mm"]
[null,null,null,null,null,null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"2*(AA_1)+BB_1+PI()*2*d","v":913.55365734758686},"mm"]
[null,null,null,null,null,null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"AA_1+2*BB_1+PI()*2*d","v":913.55365734758686},"mm"]
[null,null,null,null,null,null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"(AA_1)+BB_1+PI()/2*2*d","v":506.77682867379343},"mm"]
[null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_1*d/1000","v":101.12887353966124},"kN"]
[null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_2*d/1000","v":56.779692065306129},"kN"]
[null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_3*d/1000","v":56.779692065306129},"kN"]
[null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_4*d/1000","v":31.497473680390826},"kN"]

{"sheet":"Montacargas Dual","index":6,"n_rows":289,"n_cols":13,"rows_kept":289,"cut":false,"hidden":false,"merged":[[0,0,4,2],[6,1,6,4],[159,1,159,3],[160,1,160,3],[200,8,200,11]]}
["Diseño de Pisos Industriales (Carga Montacargas) Según Reporte Técnico TR34 - Concrete Industrial Ground Floors: A guide to Design and Construction, 3ra Edición, Concrete Society, UK  "]
[]
[]
[]
[]
[]
["Descripción del Proyecto:"]
[]
["1. Parámetro del Suelo:"]
[]
[null,"Módulo de Subrasante","k",5.3900000000000003E-2,"N/mm3"]
[]
["2. Parámetros del Concreto:"]
[]
[null,"Determinación del módulo de Rotura"]
[]
[null,"Resistencia a Compresión a los 28 días","fck",29,"MPa"]
[]
[null,"Módulo de Rotura","fctm",4.1088807478436262,"MPa"]
[]
[null,"Dosificacion fibra FIBRAPLAS Concrete","Dfb",3.2,"kg/m3"]
[]
[]
["3. Parámetros Geométricos y Carga Máxima:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Presión de Inflado","q1 =",180,"psi"]
[null,null,null,{"$f":"qq_1*6.895","v":1241.0999999999999},"kPa"]
[null,null,null,{"$f":"+AA_1/100","v":12.411},"bar"]
[]
[null,"Carga Estática Máxima del Eje Crítico","Q1 =",80,"kN"]
[]
[null,"Dist. Centro Geométrico de Cargas","S =",850,"mm"]
[]
[null,"Dist. Centro Geométrico de Cargas (dual)","Sd =",0,"mm"]
[]
[]
[null,"Factor Parcial de Seguridad para las cargas de diseño",null,1.6]
[]
[null,"Factor Global de Seguridad para las cargas de diseño",null,{"$f":"FS_parcial*gc","v":2.4000000000000004}]
[]
[null,"Espesor de piso ","h",130.00622077375101,"mm"]
[]
[]
[]
[]
[]
[]
[null,"Espesor mínimo del piso (carga interna)","h",90.771532638833492,"mm"]
[null,"Espesor mínimo del piso (carga de borde)","h",101.85539746051077,"mm"]
[null,"Espesor mínimo del piso (carga de esquina)","h",130.00622077375101,"mm"]
[]
[]
["4. Condición interna:"]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida ","Q1,ult",{"$f":"IF(Z>0,IF(Z<=2*h,gf3_*2*Q1_/F_Carga,gf3_*Q1_/F_Carga),IF(BB_1<=2*h,gf3_*2*Q1_/F_Carga,gf3_*Q1_/F_Carga))","v":64},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,1",{"$f":"VLOOKUP(Caso_dual,OFFSET(cod_pu,,,,3),2,0)","v":88.20641407933212},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,2",{"$f":"VLOOKUP(Caso_dual,OFFSET(cod_pu,,,,3),3,0)","v":187.26332323725248},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,3",{"$f":"IF(a_l<=0.2,Pu_1+(Pu_2-Pu_1)*(a_l/0.2),Pu_2)","v":174.30040889403836},"kN"]
[null,"Índice de Capacidad para cargas internas","Pu,3/Q1,ult",{"$f":"Pu_3/Q1_ult","v":2.7234438889693493},{"$f":"IF(D75>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_3*gc)/(Q1_ult/FS_parcial)","v":6.5362653335264387}]
[]
[]
["Perforación por Corte"]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"IF(Z<=2*h,2*(Z+PI()*a),2*(PI()*a))","v":636.40200593111263},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.0313902866159026},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas internas","Pp,max1/Q1,ult",{"$f":"Pp_max1/Q1_ult","v":4.9711540495721254},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max1*gc)/(Q1_ult/FS_parcial)","v":11.930769718973101}]
[]
[]
[null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"IF(Z<=2*h,2*(Z+PI()*a+PI()*2*d),2*(PI()*a+PI()*2*d))","v":1861.6817702424794},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"+Pp_max5","v":115.53594864126865},"kN"]
[null,"Índice de Capacidad a Perforación por cargas internas en perímetro crítico","Pp,max5/Q1,ult",{"$f":"Pp_max5/Q1_ult","v":1.8052491975198226},{"$f":"IF(D91>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max5*gc)/(Q1_ult/FS_parcial)","v":4.3325980740475742}]
[]
[]
["5. Condición de borde:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para bordes entre paneles","Q1,ult,jb",{"$f":"IF(Z>0,IF(Z<=2*h,gf3_*2*Q1_/F_Carga*0.6,gf3_*Q1_/F_Carga*0.6),IF(BB_1<=2*h,gf3_*2*Q1_/F_Carga*0.6,gf3_*Q1_/F_Carga*0.6))","v":38.4},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,4",{"$f":"0.5*Pu_1","v":44.10320703966606},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,5",{"$f":"0.5*Pu_2","v":93.631661618626239},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,6",{"$f":"IF(a_l<=0.2,Pu_4+(Pu_5-Pu_4)*(a_l/0.2),Pu_5)","v":87.150204447019178},"kN"]
[null,"Índice de Capacidad para bordes entre paneles","Pu,6/Q1,ult,jb",{"$f":"Pu_6/Q1_ult_jb","v":2.2695365741411244},{"$f":"IF(D112>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_6*gc)/(Q1_ult_jb/FS_parcial)","v":5.4468877779386995}]
[]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 1)","u0,2",{"$f":"IF(Z<=2*h,Z+u0_2,u0_2)","v":477.30150444833447},"mm"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"IF(Z<=2*'Montacargas Dual'!h,Z+'Montacargas Dual'!BB_1+2*'Montacargas Dual'!AA_1,2*(AA_1)+BB_1)","v":3332.2},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult*1000/(u0_2*d)","v":1.3751870488212035},"N/mm2"]
[null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult*1000/(u0_3*d)","v":1.3751870488212035},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas de borde","Pp,max2,3/Q1,ult,jb",{"$f":"MIN(Pp_max2,Pp_max3)/Q1_ult_jb","v":6.2139425619651565},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(MIN(Pp_max2,Pp_max3)*gc)/(Q1_ult_jb/FS_parcial)","v":14.913462148716377}]
[]
[null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"IF(Z<=2*h,Z+PI()*(a+2*d),PI()*(a+2*d))","v":930.84088512123969},"mm"]
[null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"IF(Z<=2*h,Z+BB_1+2*AA_1+PI()*2*d,2*(BB_1)+AA_1+PI()*2*d)","v":3944.839882155683},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"+Pp_max6","v":57.767974320634323},"kN"]
[null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"+Pp_max7","v":57.767974320634323},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de borde en perímetro crítico","Pp,max6/Q1,ult,jb",{"$f":"MIN(Pp_max6,Pp_max7)/Q1_ult_jb","v":1.504374331266519},{"$f":"IF(D133>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(MIN(Pp_max6,Pp_max7)*gc)/(Q1_ult_jb/FS_parcial)","v":3.6104983950396456}]
[]
[]
["6. Condición de esquina:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para esquinas entre paneles","Q1,ult,ep",{"$f":"IF(Z>0,IF(Z<=2*h,gf3_*2*Q1_/F_Carga*0.6,gf3_*Q1_/F_Carga*0.6),IF(BB_1<=2*h,gf3_*2*Q1_/F_Carga*0.6,gf3_*Q1_/F_Carga*0.6))","v":38.4},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,7",{"$f":"0.5*Pu_1","v":44.10320703966606},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,8",{"$f":"0.5*Pu_2","v":93.631661618626239},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,9",{"$f":"IF(a_l<=0.2,Pu_7+(Pu_8-Pu_7)*(a_l/0.2),Pu_8)","v":87.150204447019178},"kN"]
[null,"Índice de Capacidad para esquinas entre paneles","Pu,9/Q1,ult,ep",{"$f":"IF(Pu_9/Q1_ult_ep>0,Pu_9/Q1_ult_ep,\"revisar\")","v":2.2695365741411244},{"$f":"IF(D154>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"IF((Pu_9*gc)/(Q1_ult_ep/FS_parcial)>0,(Pu_9*gc)/(Q1_ult_ep/FS_parcial),\"revisar\")","v":5.4468877779386995}]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"IF(Z<=2*h,Z+u0_4,u0_4)","v":318.20100296555631},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.237668343939083},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas esquina","Pp,max4/Q1,ult,ep",{"$f":"Pp_max4/Q1_ult_ep","v":4.1426283746434382},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max4*gc)/(Q1_ult_ep/FS_parcial)","v":9.9423080991442525}]
[]
[null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"IF(Z<=2*h,Z+PI()/2*(2*a+2*d),PI()/2*(2*a+2*d))","v":624.520944043398},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"+Pp_max8","v":38.757762400496993},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de esquina en perímetro crítico","Pp,max8/Q1,ult,ep",{"$f":"Pp_max8/Q1_ult_ep","v":1.0093167291796092},{"$f":"IF(D170>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max8*gc)/(Q1_ult_ep/FS_parcial)","v":2.4223601500310621}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,"FS_Interno",{"$f":"MIN(Pu_3/Q1_ult,Pp_max1/Q1_ult,Pp_max5/Q1_ult)","v":1.8052491975198226},null,"Calculado"]
[null,null,null,null,null,null,null,"FS_Borde",{"$f":"MIN(Pu_6/Q1_ult_jb,Pp_max2/Q1_ult_jb,Pp_max6/Q1_ult_jb)","v":1.504374331266519},null,"Definido por el usuario"]
[null,null,null,null,null,null,null,"FS_Esquina",{"$f":"MIN(Pu_9/Q1_ult_ep,Pp_max4/Q1_ult_ep,Pp_max8/Q1_ult_ep)","v":1.0093167291796092},null,1]
[]
[]
[]
[null,null,null,null,null,null,null,null,"Resistencia característica a la compresión  (cubo)","fcu",{"$f":"1.47*fck-6.6","v":36.03},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia a la compresión promedio (cilíndro)","fcm",{"$f":"+fck+8","v":37},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia a la tensión axial promedio","fctm",{"$f":"fr","v":4.1088807478436262},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia característica a la tensión axial  (5% fractura)","fctk(0.05)",{"$f":"0.7*fctm","v":2.8762165234905384},"N/mm2"]
[null,null,null,null,null,null,null,null,"Módulo de rigidez secante","Ecm",{"$f":"22*(fcm/10)^0.3*1000","v":32574.90801622803},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia caracterísitica a la flexión del concreto plano","fctk,fl",{"$f":"MIN(2,(1+(200/h)^0.5))*fctk_0.05","v":5.7524330469810767},"N/mm2"]
[null,null,null,null,null,null,null,null,"Espesor efectivo de la losa","d",{"$f":"0.75*h","v":97.504665580313258},"mm"]
[null,null,null,null,null,null,null,null,"Factor No. 1 para cálculos de resistencia al corte","k1",{"$f":"IF(1+(200/d)^0.5<2,1+(200/d)^0.5,2)","v":2}]
[null,null,null,null,null,null,null,null,"Resistencia mínima del concreto al corte","vRd,ct",{"$f":"0.035*k1_^(3/2)*fck^(1/2)","v":0.53310411741047348},"N/mm2"]
[null,null,null,null,null,null,null,null,"Rigidez de la losa","k3",{"$f":"Ecm*h^3/(12*(1-n^2))/1000000","v":6213.3113983262319},"MN.mm"]
[null,null,null,null,null,null,null,null,"Índice de rigidez relativa","l",{"$f":"(Ecm*h^3/(12*(1-n^2)*k))^0.25","v":582.68466524047483},"mm"]
[null,null,null,null,null,null,null,null,"Índice de resistencia a flexión equivalente","Re,3",29.952000000000002,"%"]
[null,null,null,null,null,null,null,null,"Momento resistente último negativo de la losa","Mn",{"$f":"fctk_fl/gc*(h^2/6)/1000","v":10.802824745395423},"kN"]
[null,null,null,null,null,null,null,null,"Momento resistente último positivo de la losa","Mp",{"$f":"fctk_fl/gc*(Re_3/100)*(h^2/6)/1000","v":3.2356620677408374},"kN"]
[]
[null,null,null,null,null,null,null,null,"Índice a/l","a/l",{"$f":"+a/l","v":0.17382733934783262}]
[]
[null,null,null,null,null,null,null,null,"CARGAS INTERNAS"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"CONSTANTES"]
[null,null,null,null,null,null,null,null,"Relación de Poisson","n",0.2]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica menor o igual a 460 Mpa","gs1",1.05]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica mayor a 460 Mpa","gs2",1.1499999999999999]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para concreto plano y concreto reforzado con fibras","gc",1.5]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones permanentes (estantes)","gf1",1.2]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones variables (cargas aleatorias)","gf2",1.5]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones dinámicas (montacargas y maquinaria sometida a vibración)","gf3",{"$f":"FS_parcial","v":1.6}]
[null,null,null,null,null,null,null,null,"Radio del área de contacto equivalente","a",{"$f":"SQRT(((Q1_/AA_1)/F_Carga)/PI())*1000","v":101.28652503753428},"mm"]
[null,null,null,null,null,null,null,null,"Área de contacto equivalente combinada","Acomb",{"$f":"IF(OR(Z<=2*h,BB_1<=2*h),(2*a*Z)+PI()*a^2,PI()*a^2)","v":32229.473853839339},"mm"]
[null,null,null,null,null,null,null,null,"Radio del área de contacto equivalente para el área combinada","aequiv",{"$f":"SQRT((Acomb)/PI())","v":101.28652503753428},"mm"]
[]
[null,null,null,null,null,null,null,null,"Factor de Carga","F_Carga",{"$f":"IF(Z>0,4,2)","v":2}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"Resistencia de diseño a compresión del concreto","fcd",{"$f":"fck/gc","v":19.333333333333332},"N/mm2"]
[null,null,null,null,null,null,null,null,null,"k2",{"$f":"0.6*(1-fck/250)","v":0.53039999999999998}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"2*(PI()*a)","v":636.40200593111263},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde)","u0,2",{"$f":"3/2*(PI()*a)","v":477.30150444833447},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"3/2*(PI()*a)","v":477.30150444833447},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"(PI()*a)","v":318.20100296555631},"mm"]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.0313902866159026},"N/mm2",{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult_jb*1000/(u0_2*d)","v":0.8251122292927221},"N/mm2",{"$f":"IF(vmax>vp_2,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult_jb*1000/(u0_3*d)","v":0.8251122292927221},"N/mm2",{"$f":"IF(vmax>vp_3,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.237668343939083},"N/mm2",{"$f":"IF(vmax>vp_4,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso interior)","Pp,max1",{"$f":"vmax*u0_1*d/1000","v":318.15385917261602},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max2",{"$f":"vmax*u0_2*d/1000","v":238.615394379462},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max3",{"$f":"vmax*u0_3*d/1000","v":238.615394379462},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso esquina)","Pp,max4",{"$f":"vmax*u0_4*d/1000","v":159.07692958630801},"kN"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"2*PI()*(a+2*d)","v":1861.6817702424794},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"PI()*(a+2*d)","v":930.84088512123969},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"PI()*(a+2*d)","v":930.84088512123969},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"PI()/2*(2*a+2*d)","v":624.520944043398},"mm"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_1*d/1000","v":115.53594864126865},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_2*d/1000","v":57.767974320634323},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_3*d/1000","v":57.767974320634323},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_4*d/1000","v":38.757762400496993},"kN"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"Caso_dual",{"$f":"IF(AND(0<Z,Z<=2*h),1,IF(AND(0<Z,Z>2*h,Z<=l),2,IF(AND(0<Z,Z>l),3,IF(AND(Z=0,BB_1<=2*h),4,IF(AND(Z=0,BB_1>2*h,BB_1<=l),5,6)))))","v":6}]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,1,{"$f":"2*PI()*(Mp+Mn)","v":88.20641407933212},{"$f":"4*PI()*(Mp+Mn)/((1-aequiv/(3*l)))","v":187.26332323725248}]
[null,null,null,null,null,null,null,null,null,2,{"$f":"(2*PI()+(1.8*BB_1/l))*(Mp+Mn)","v":125.06835005500106},{"$f":"(4*PI()/((1-a/(3*l)))+1.8*Z/(l-(a/2)))*(Mp+Mn)","v":187.26332323725248}]
[null,null,null,null,null,null,null,null,null,3,{"$f":"2*PI()*(Mp+Mn)","v":88.20641407933212},{"$f":"4*PI()*(Mp+Mn)/((1-a/(3*l)))","v":187.26332323725248}]
[null,null,null,null,null,null,null,null,null,4,{"$f":"2*PI()*(Mp+Mn)","v":88.20641407933212},{"$f":"4*PI()*(Mp+Mn)/((1-aequiv/(3*l)))","v":187.26332323725248}]
[null,null,null,null,null,null,null,null,null,5,{"$f":"(2*PI()+(1.8*BB_1/l))*(Mp+Mn)","v":125.06835005500106},{"$f":"(4*PI()/((1-a/(3*l)))+1.8*BB_1/(l-(a/2)))*(Mp+Mn)","v":227.63402505523365}]
[null,null,null,null,null,null,null,null,null,6,{"$f":"2*PI()*(Mp+Mn)","v":88.20641407933212},{"$f":"4*PI()*(Mp+Mn)/((1-a/(3*l)))","v":187.26332323725248}]

{"sheet":"Estanterias Contiguas","index":7,"n_rows":272,"n_cols":13,"rows_kept":272,"cut":false,"hidden":false,"merged":[[196,8,196,11],[0,0,4,2],[6,1,6,4],[155,1,155,3],[156,1,156,3]]}
["Diseño de Pisos Industriales (Carga Estanterías Contiguas) Según Reporte Técnico TR34 - Concrete Industrial Ground Floors: A guide to Design and Construction, 3ra Edición, Concrete Society, UK  "]
[]
[]
[]
[]
[]
["Descripción del Proyecto:"]
[]
["1. Parámetro del Suelo:"]
[]
[null,"Módulo de Subrasante","k",5.3900000000000003E-2,"N/mm3"]
[]
["2. Parámetros del Concreto:"]
[]
[null,"Determinación del módulo de Rotura"]
[]
[null,"Resistencia a Compresión a los 28 días","fck",29,"MPa"]
[]
[null,"Módulo de Rotura","fctm",4.1088807478436262,"MPa"]
[]
[null,"Dosificacion fibra FIBRAPLAS Concrete","Dfb",3.2,"kg/m3"]
[]
[]
["3. Parámetros Geométricos y Carga Máxima:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Dimensión A en platina de base","A =",100,"mm"]
[]
[null,"Dimensión B en platina de base","B =",100,"mm"]
[]
[null,"Separación centro a centro entre postes de estanterias contiguas","Z =",300,"mm"]
[]
[null,"Carga Estática Máxima","Q1",40,"kN"]
[]
[null,"Factor Parcial de Seguridad para las cargas de diseño",null,1.3]
[]
[null,"Factor Global de Seguridad para las cargas de diseño",null,{"$f":"FS_parcial*gc","v":1.9500000000000002}]
[]
[null,"Espesor de piso ","h",130.20013443351772,"mm"]
[]
[]
[]
[]
[]
[]
[null,"Espesor mínimo del piso (carga interna)","h",88.854036675142567,"mm"]
[null,"Espesor mínimo del piso (carga de borde)","h",90.739196208558269,"mm"]
[null,"Espesor mínimo del piso (carga de esquina)","h",130.20013443351772,"mm"]
[]
[]
["4. Condición interna:"]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida ","Q1,ult",{"$f":"IF(Z<=2*h,gf1_*2*Q1_,gf1_*Q1_)","v":52},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,1",{"$f":"2*PI()*(Mp+Mn)","v":88.469742783326353},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,2",{"$f":"4*PI()*(Mp+Mn)/((1-aequiv/(3*l)))","v":182.83391124226648},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,3",{"$f":"IF(a_l<=0.2,Pu_1+(Pu_2-Pu_1)*(a_l/0.2),Pu_2)","v":134.10317371879071},"kN"]
[null,"Índice de Capacidad para cargas internas","Pu,3/Q1,ult",{"$f":"Pu_3/Q1_ult","v":2.5789071868998215},{"$f":"IF(D71>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_3*gc)/(Q1_ult/FS_parcial)","v":5.028869014454652}]
[]
[]
["Perforación por Corte"]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,2*(Z+AA_1+BB_1),2*(AA_1+BB_1))","v":400},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.3312838276817611},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas internas","Pp,max1/Q1,ult",{"$f":"Pp_max1/Q1_ult","v":3.8513199765434529},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max1*gc)/(Q1_ult/FS_parcial)","v":7.5100739542597328}]
[]
[]
[null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,2*(Z+'Estanterias Contiguas'!AA_1+BB_1+PI()*2*d),2*(AA_1+BB_1+PI()*2*d))","v":1627.1073574982281},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"+Pp_max5","v":101.12887972748339},"kN"]
[null,"Índice de Capacidad a Perforación por cargas internas en perímetro crítico","Pp,max5/Q1,ult",{"$f":"Pp_max5/Q1_ult","v":1.9447861486054498},{"$f":"IF(D87>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max5*gc)/(Q1_ult/FS_parcial)","v":3.7923329897806268}]
[]
[]
["5. Condición de borde:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para bordes entre paneles","Q1,ult,jb",{"$f":"IF(Z<=2*h,gf1_*2*Q1_*0.6,gf1_*Q1_*0.6)","v":31.2},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,4",{"$f":"(PI()*(Mp+Mn)/2)+2*Mn","v":43.787586025237715},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,5",{"$f":"(PI()*(Mp+Mn)+4*Mn)/((1-(2*aequiv)/(3*l)))","v":93.611070930097611},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,6",{"$f":"IF(a_l<=0.2,Pu_4+(Pu_5-Pu_4)*(a_l/0.2),Pu_5)","v":67.881652602631178},"kN"]
[null,"Índice de Capacidad para bordes entre paneles","Pu,6/Q1,ult,jb",{"$f":"Pu_6/Q1_ult_jb","v":2.1756939936740762},{"$f":"IF(D108>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pu_6*gc)/(Q1_ult_jb/FS_parcial)","v":4.2426032876644486}]
[]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 1)","u0,2",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,Z+'Estanterias Contiguas'!AA_1+2*'Estanterias Contiguas'!BB_1,2*(AA_1)+BB_1)","v":300},"mm"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,Z+'Estanterias Contiguas'!BB_1+2*'Estanterias Contiguas'!AA_1,2*(AA_1)+BB_1)","v":300},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult*1000/(u0_2*d)","v":1.7750451035756818},"N/mm2"]
[null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult*1000/(u0_3*d)","v":1.7750451035756818},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas de borde","Pp,max2,3/Q1,ult,jb",{"$f":"MIN(Pp_max2,Pp_max3)/Q1_ult_jb","v":4.8141499706793169},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(MIN(Pp_max2,Pp_max3)*gc)/(Q1_ult_jb/FS_parcial)","v":9.3875924428246673}]
[]
[null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"IF(Z<=2*h,Z+AA_1+2*BB_1+PI()*2*d,2*(AA_1)+BB_1+PI()*2*d)","v":913.55367874911406},"mm"]
[null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"IF(Z<=2*h,Z+BB_1+2*AA_1+PI()*2*d,2*(BB_1)+AA_1+PI()*2*d)","v":913.55367874911406},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"+Pp_max6","v":56.779695376013166},"kN"]
[null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"+Pp_max7","v":56.779695376013166},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de borde en perímetro crítico","Pp,max6/Q1,ult,jb",{"$f":"MIN(Pp_max6,Pp_max7)/Q1_ult_jb","v":1.8198620312824734},{"$f":"IF(D129>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(MIN(Pp_max6,Pp_max7)*gc)/(Q1_ult_jb/FS_parcial)","v":3.5487309610008229}]
[]
[]
["6. Condición de esquina:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para esquinas entre paneles","Q1,ult,ep",{"$f":"IF(Z<=2*h,gf1_*2*Q1_*0.6,gf1_*Q1_*0.6)","v":31.2},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,7",{"$f":"2*Mn","v":21.670150329406127},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,8",{"$f":"IF(a_l<1,4*Mn/((1-a_l)),4*Mn/((a_l-1)))","v":47.980903745910702},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,9",{"$f":"IF(a_l<=0.2,Pu_7+(Pu_8-Pu_7)*(a_l/0.2),Pu_8)","v":34.393729294811024},"kN"]
[null,"Índice de Capacidad para esquinas entre paneles","Pu,9/Q1,ult,ep",{"$f":"IF(Pu_9/Q1_ult_ep>0,Pu_9/Q1_ult_ep,\"revisar\")","v":1.1023631184234304},{"$f":"IF(D150>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"IF((Pu_9*gc)/(Q1_ult_ep/FS_parcial)>0,(Pu_9*gc)/(Q1_ult_ep/FS_parcial),\"revisar\")","v":2.149608080925689}]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"IF(Z<=2*h,Z+(AA_1)+BB_1,(AA_1)+BB_1)","v":200},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.5975405932181133},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas esquina","Pp,max4/Q1,ult,ep",{"$f":"Pp_max4/Q1_ult_ep","v":3.209433313786211},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max4*gc)/(Q1_ult_ep/FS_parcial)","v":6.2583949618831101}]
[]
[null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"IF(Z<=2*h,Z+(AA_1)+BB_1+PI()/2*2*d,(AA_1)+BB_1+PI()/2*2*d)","v":506.77683937455703},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"+Pp_max8","v":31.497475444142324},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de esquina en perímetro crítico","Pp,max8/Q1,ult,ep",{"$f":"Pp_max8/Q1_ult_ep","v":1.009534469363536},{"$f":"IF(D166>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[null,"Factor de Seguridad Global","FS",{"$f":"(Pp_max8*gc)/(Q1_ult_ep/FS_parcial)","v":1.9685922152588953}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,"FS_Interno",{"$f":"MIN(Pu_3/Q1_ult,Pp_max1/Q1_ult,Pp_max5/Q1_ult)","v":1.9447861486054498},null,"Calculado"]
[null,null,null,null,null,null,null,"FS_Borde",{"$f":"MIN(Pu_6/Q1_ult_jb,Pp_max2/Q1_ult_jb,Pp_max6/Q1_ult_jb)","v":1.8198620312824734},null,"Definido por el usuario"]
[null,null,null,null,null,null,null,"FS_Esquina",{"$f":"MIN(Pu_9/Q1_ult_ep,Pp_max4/Q1_ult_ep,Pp_max8/Q1_ult_ep)","v":1.009534469363536},null,1]
[]
[]
[]
[null,null,null,null,null,null,null,null,"Resistencia característica a la compresión  (cubo)","fcu",{"$f":"1.47*fck-6.6","v":36.03},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia a la compresión promedio (cilíndro)","fcm",{"$f":"+fck+8","v":37},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia a la tensión axial promedio","fctm",{"$f":"fr","v":4.1088807478436262},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia característica a la tensión axial  (5% fractura)","fctk(0.05)",{"$f":"0.7*fctm","v":2.8762165234905384},"N/mm2"]
[null,null,null,null,null,null,null,null,"Módulo de rigidez secante","Ecm",{"$f":"22*(fcm/10)^0.3*1000","v":32574.90801622803},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia caracterísitica a la flexión del concreto plano","fctk,fl",{"$f":"MIN(2,(1+(200/h)^0.5))*fctk_0.05","v":5.7524330469810767},"N/mm2"]
[null,null,null,null,null,null,null,null,"Espesor efectivo de la losa","d",{"$f":"0.75*h","v":97.650100825138281},"mm"]
[null,null,null,null,null,null,null,null,"Factor No. 1 para cálculos de resistencia al corte","k1",{"$f":"IF(1+(200/d)^0.5<2,1+(200/d)^0.5,2)","v":2}]
[null,null,null,null,null,null,null,null,"Resistencia mínima del concreto al corte","vRd,ct",{"$f":"0.035*k1_^(3/2)*fck^(1/2)","v":0.53310411741047348},"N/mm2"]
[null,null,null,null,null,null,null,null,"Rigidez de la losa","k3",{"$f":"Ecm*h^3/(12*(1-n^2))/1000000","v":6241.1556957805124},"MN.mm"]
[null,null,null,null,null,null,null,null,"Índice de rigidez relativa","l",{"$f":"(Ecm*h^3/(12*(1-n^2)*k))^0.25","v":583.33638095250512},"mm"]
[null,null,null,null,null,null,null,null,"Índice de resistencia a flexión equivalente","Re,3",29.952000000000002,"%"]
[null,null,null,null,null,null,null,null,"Momento resistente último negativo de la losa","Mn",{"$f":"fctk_fl/gc*(h^2/6)/1000","v":10.835075164703063},"kN"]
[null,null,null,null,null,null,null,null,"Momento resistente último positivo de la losa","Mp",{"$f":"fctk_fl/gc*(Re_3/100)*(h^2/6)/1000","v":3.2453217133318617},"kN"]
[]
[null,null,null,null,null,null,null,null,"Índice a/l","a/l",{"$f":"+aequiv/l","v":9.6717709021768059E-2}]
[]
[null,null,null,null,null,null,null,null,"CARGAS INTERNAS"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"CONSTANTES"]
[null,null,null,null,null,null,null,null,"Relación de Poisson","n",0.2]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica menor o igual a 460 Mpa","gs1",1.05]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica mayor a 460 Mpa","gs2",1.1499999999999999]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para concreto plano y concreto reforzado con fibras","gc",1.5]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones permanentes (estantes)","gf1",{"$f":"FS_parcial","v":1.3}]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones variables (cargas aleatorias)","gf2",1.5]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones dinámicas (montacargas y maquinaria sometida a vibración)","gf3",1.6]
[null,null,null,null,null,null,null,null,"Radio del área de contacto equivalente","a",{"$f":"SQRT((AA_1*BB_1)/PI())","v":56.418958354775633},"mm"]
[null,null,null,null,null,null,null,null,"Área de contacto equivalente combinada","Acomb",{"$f":"IF(Z<=2*h,(2*a*Z)+AA_1*BB_1,AA_1*BB_1)","v":10000},"mm"]
[null,null,null,null,null,null,null,null,"Radio del área de contacto equivalente para el área combinada","aequiv",{"$f":"SQRT((Acomb)/PI())","v":56.418958354775633},"mm"]
[]
[]
[null,null,null,null,null,null,null,null,"Punzonamiento"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"Resistencia de diseño a compresión del concreto","fcd",{"$f":"fck/gc","v":19.333333333333332},"N/mm2"]
[null,null,null,null,null,null,null,null,null,"k2",{"$f":"0.6*(1-fck/250)","v":0.53039999999999998}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":5.1271999999999993},"N/mm2"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,2*(Z+AA_1+BB_1),2*(AA_1+BB_1))","v":400},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde 1)","u0,2",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,Z+'Estanterias Contiguas'!AA_1+2*'Estanterias Contiguas'!BB_1,2*(AA_1)+BB_1)","v":300},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,Z+'Estanterias Contiguas'!BB_1+2*'Estanterias Contiguas'!AA_1,2*(AA_1)+BB_1)","v":300},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"IF(Z<=2*h,Z+(AA_1)+BB_1+PI()/2*2*d,(AA_1)+BB_1)","v":200},"mm"]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.3312838276817611},"N/mm2",{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult_jb*1000/(u0_2*d)","v":1.065027062145409},"N/mm2",{"$f":"IF(vmax>vp_2,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult_jb*1000/(u0_3*d)","v":1.065027062145409},"N/mm2",{"$f":"IF(vmax>vp_3,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.5975405932181133},"N/mm2",{"$f":"IF(vmax>vp_4,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso interior)","Pp,max1",{"$f":"vmax*u0_1*d/1000","v":200.26863878025955},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max2",{"$f":"vmax*u0_2*d/1000","v":150.20147908519468},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max3",{"$f":"vmax*u0_3*d/1000","v":150.20147908519468},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso esquina)","Pp,max4",{"$f":"vmax*u0_4*d/1000","v":100.13431939012978},"kN"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"IF(Z<=2*'Estanterias Contiguas'!h,2*(Z+'Estanterias Contiguas'!AA_1+BB_1+PI()*2*d),2*(AA_1+BB_1+PI()*2*d))","v":1627.1073574982281},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"IF(Z<=2*h,Z+AA_1+2*BB_1+PI()*2*d,2*(AA_1)+BB_1+PI()*2*d)","v":913.55367874911406},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"IF(Z<=2*h,Z+BB_1+2*AA_1+PI()*2*d,2*(BB_1)+AA_1+PI()*2*d)","v":913.55367874911406},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"IF(Z<=2*h,Z+(AA_1)+BB_1+PI()/2*2*d,(AA_1)+BB_1+PI()/2*2*d)","v":506.77683937455703},"mm"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_1*d/1000","v":101.12887972748339},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_2*d/1000","v":56.779695376013166},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_3*d/1000","v":56.779695376013166},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_4*d/1000","v":31.497475444142324},"kN"]

{"sheet":"Montacargas","index":8,"n_rows":259,"n_cols":13,"rows_kept":259,"cut":false,"hidden":true,"merged":[[25,17,25,19],[26,18,26,19],[0,14,1,14],[0,15,1,15],[0,16,1,16],[2,14,3,14],[2,15,3,15],[2,16,3,16],[27,16,28,16],[187,8,187,11],[151,1,151,3],[0,0,4,2],[6,1,6,4],[152,1,152,3],[25,14,26,14],[25,15,26,15],[27,14,28,14],[27,15,28,15],[25,16,26,16],[36,2,38,2]]}
["Diseño de Pisos Industriales (Carga Montacargas) Según Reporte Técnico TR34 - Concrete Industrial Ground Floors: A guide to Design and Construction, 3ra Edición, Concrete Society, UK  "]
[]
[]
[]
[]
[]
["Descripción del Proyecto:"]
[]
["1. Parámetro del Suelo:"]
[]
[null,"Módulo de Subrasante","k",0.05,"N/mm3"]
[]
["2. Parámetros del Concreto:"]
[]
[null,"Determinación del Módulo de Rotura"]
[]
[null,"Resistencia a Compresión a los 28 días","fck",28,"MPa"]
[]
[null,"Módulo de Rotura","fctm",4,"MPa"]
[]
[null,"Dosificacion fibra FIBRAPLAS Concrete","Dfb",4,"kg/m3"]
[]
[]
["3. Parámetros Geométricos y Carga Máxima:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Máxima","Q1",100,"kN"]
[]
[null,"Presión de Inflado","q1",750,"kPa"]
[null,"Presión de Infado",null,{"$f":"+BB_1/6.895","v":108.77447425670776},"psi"]
[null,"Presión de Inflado",null,{"$f":"BB_1/100","v":7.5},"bar"]
[]
[null,"Factor Parcial de Seguridad para las cargas de diseño",null,1.6]
[]
[null,"Factor Global de Seguridad para las cargas de diseño",null,{"$f":"FS_parcial*gc","v":2.4000000000000004}]
[]
[]
[]
[]
[]
[]
[]
[null,"Espesor de piso ","h",150,"mm"]
[]
[null,"Espesor mínimo de la losa (carga interna)","h",173.34170677345134,"mm"]
[null,"Espesor mínimo de la losa (carga de borde)","h",194.27840654684678,"mm"]
[null,"Espesor mínimo de la losa (carga de esquina)","h",null,"mm"]
[]
[]
[]
[]
["4. Condición interna:"]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida ","Q1,ult",{"$f":"gf3_*Q1_","v":160},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,1",{"$f":"2*PI()*(Mp+Mn)","v":81.236753694831208},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,2",{"$f":"4*PI()*(Mp+Mn)/((1-a/(3*l)))","v":181.35379685823213},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,3",{"$f":"IF(a_l<=0.2,Pu_1+(Pu_2-Pu_1)*(a_l/0.2),Pu_2)","v":181.35379685823213},"kN"]
[null,"Índice de Capacidad para cargas internas","Pu,3/Q1,ult",{"$f":"Pu_3/Q1_ult","v":1.1334612303639509},{"$f":"IF(D72>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[]
[]
[]
["Perforación por Corte"]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":4.9727999999999994},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"u0_1","v":1294.4172750371329},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.0987355079770724},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas internas","Pp,max1/Q1,ult",{"$f":"Pp_max1/Q1_ult","v":4.5259300021673345},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[]
[null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"u1_1","v":2708.1339691525395},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"+Pp_max5","v":183.33756490685002},"kN"]
[null,"Índice de Capacidad a Perforación por cargas internas en perímetro crítico","Pp,max5/Q1,ult",{"$f":"Pp_max5/Q1_ult","v":1.1458597806678126},{"$f":"IF(D87>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[]
[]
["5. Condición de borde:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para bordes entre paneles","Q1,ult,jb",{"$f":"gf3_*Q1_*0.6","v":96},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,4",{"$f":"(PI()*(Mp+Mn)/2)+2*Mn","v":39.673020850353268},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,5",{"$f":"(PI()*(Mp+Mn)+4*Mn)/((1-(2*a)/(3*l)))","v":100.21159868429284},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,6",{"$f":"IF(a_l<=0.2,Pu_4+(Pu_5-Pu_4)*(a_l/0.2),Pu_5)","v":100.21159868429284},"kN"]
[null,"Índice de Capacidad para bordes entre paneles","Pu,6/Q1,ult,jb",{"$f":"Pu_6/Q1_ult_jb","v":1.0438708196280504},{"$f":"IF(D107>=1,\"O.K\",\"NO CUMPLE\")","v":"O.K"}]
[]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":4.9727999999999994},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 1)","u0,2",{"$f":"u0_2","v":970.81295627784971},"mm"]
[null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"u0_3","v":970.81295627784971},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult_jb*1000/(u0_2*d)","v":0.87898840638165798},"N/mm2"]
[null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult_jb*1000/(u0_3*d)","v":0.87898840638165798},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas de borde","Pp,max2,3/Q1,ult,jb",{"$f":"Pp_max2/Q1_ult_jb","v":5.6574125027091684},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"u1_2","v":1354.0669845762698},"mm"]
[null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"u1_3","v":1354.0669845762698},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"+Pp_max6","v":91.66878245342501},"kN"]
[null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"+Pp_max7","v":91.66878245342501},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de borde en perímetro crítico","Pp,max6/Q1,ult,jb",{"$f":"Pp_max6/Q1_ult_jb","v":0.95488315055651052},{"$f":"IF(D126>=1,\"O.K\",\"NO CUMPLE\")","v":"NO CUMPLE"}]
[]
[]
["6. Condición de esquina:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Carga Estática Última Requerida para esquinas entre paneles","Q1,ult,ep",{"$f":"gf3_*Q1_*0.6","v":96},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l = 0","Pu,7",{"$f":"2*Mn","v":19.363832426645466},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l > 0.2","Pu,8",{"$f":"4*Mn/((1-a_l))","v":56.316607682507943},"kN"]
[null,"Capacidad Última bajo Carga Concentrada a/l","Pu,9",{"$f":"IF(a_l<=0.2,Pu_7+(Pu_8-Pu_7)*(a_l/0.2),Pu_8)","v":56.316607682507943},"kN"]
[null,"Índice de Capacidad para esquinas entre paneles","Pu,9/Q1,ult,ep",{"$f":"Pu_9/Q1_ult_ep","v":0.58663133002612444},{"$f":"IF(D146>=1,\"O.K\",\"NO CUMPLE\")","v":"NO CUMPLE"}]
[]
[]
[]
["Perforación por Corte"]
[]
[]
[]
[null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":4.9727999999999994},"N/mm2"]
[null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"u0_4","v":647.20863751856643},"mm"]
[null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.3184826095724869},"N/mm2"]
[null,"Índice de Capacidad a Perforación por cargas esquina","Pp,max4/Q1,ult,ep",{"$f":"Pp_max4/Q1_ult_ep","v":3.7716083351394456},{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"u1_4","v":1000.6378110474182},"mm"]
[null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"+Pp_max8","v":67.74203260282691},"kN"]
[null,"Índice de Capacidad a Perforación por cargas de esquina en perímetro crítico","Pp,max8/Q1,ult,ep",{"$f":"Pp_max8/Q1_ult_ep","v":0.70564617294611365},{"$f":"IF(D161>=1,\"O.K\",\"NO CUMPLE\")","v":"NO CUMPLE"}]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,"FS_Interno",{"$f":"MIN(Pu_3/Q1_ult,Pp_max1/Q1_ult,Pp_max5/Q1_ult)","v":1.1334612303639509},"Calculado"]
[null,null,null,null,null,null,null,"FS_Borde",{"$f":"MIN(Pu_6/Q1_ult_jb,Pp_max2/Q1_ult_jb,Pp_max6/Q1_ult_jb)","v":0.95488315055651052},"Definido por el Usuario"]
[null,null,null,null,null,null,null,"FS_Esquina",{"$f":"MIN(Pu_9/Q1_ult_ep,Pp_max4/Q1_ult_ep,Pp_max8/Q1_ult_ep)","v":0.58663133002612444},1]
[]
[null,null,null,null,null,null,null,null,"Resistencia característica a la compresión  (cubo)","fcu",{"$f":"1.47*fck-6.6","v":34.559999999999995},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia a la compresión promedio (cilíndro)","fcm",{"$f":"+fck+8","v":36},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia a la tensión axial promedio","fctm",{"$f":"0.3*fck^(2/3)","v":2.7662617752350669},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia característica a la tensión axial  (5% fractura)","fctk(0.05)",{"$f":"0.7*fctm","v":1.9363832426645466},"N/mm2"]
[null,null,null,null,null,null,null,null,"Módulo de rigidez secante","Ecm",{"$f":"22*(fcm/10)^0.3*1000","v":32308.249722965833},"N/mm2"]
[null,null,null,null,null,null,null,null,"Resistencia caracterísitica a la flexión del concreto plano","fctk,fl",{"$f":"MIN(2,(1+(200/h)^0.5))*fctk_0.05","v":3.8727664853290933},"N/mm2"]
[null,null,null,null,null,null,null,null,"Espesor efectivo de la losa","d",{"$f":"0.75*h","v":112.5},"mm"]
[null,null,null,null,null,null,null,null,"Factor No. 1 para cálculos de resistencia al corte","k1",{"$f":"IF(1+(200/d)^0.5<2,1+(200/d)^0.5,2)","v":2}]
[null,null,null,null,null,null,null,null,"Resistencia mínima del concreto al corte","vRd,ct",{"$f":"0.035*k1_^(3/2)*fck^(1/2)","v":0.52383203414835178},"N/mm2"]
[null,null,null,null,null,null,null,null,"Rigidez de la losa","k3",{"$f":"Ecm*h^3/(12*(1-n^2))/1000000","v":9465.307536025146},"MN.mm"]
[null,null,null,null,null,null,null,null,"Índice de rigidez relativa","l",{"$f":"(Ecm*h^3/(12*(1-n^2)*k))^0.25","v":659.6159994206896},"mm"]
[null,null,null,null,null,null,null,null,"Índice de resistencia a flexión equivalente","Re,3",{"$f":"IF(Dfb>0,4.36*Dfb+16.1,0)","v":33.540000000000006},"%"]
[null,null,null,null,null,null,null,null,"Momento resistente último negativo de la losa","Mn",{"$f":"fctk_fl/gc*(h^2/6)/1000","v":9.681916213322733},"kN"]
[null,null,null,null,null,null,null,null,"Momento resistente último positivo de la losa","Mp",{"$f":"fctk_fl/gc*(Re_3/100)*(h^2/6)/1000","v":3.247314697948446},"kN"]
[]
[null,null,null,null,null,null,null,null,"Índice a/l","a/l",{"$f":"+a/l","v":0.31232248448587174}]
[]
[null,null,null,null,null,null,null,null,"CARGAS INTERNAS"]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,{"$f":"150*150/1000000","v":2.2499999999999999E-2}]
[null,null,null,null,null,null,null,null,{"$f":"10000/1000000","v":0.01}]
[null,null,null,null,null,null,null,null,{"$f":"60/0.01","v":6000}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"CONSTANTES"]
[null,null,null,null,null,null,null,null,"Relación de Poisson","n",0.2]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica menor o igual a 460 Mpa","gs1",1.05]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para barras de acero y mallas electrosoldadas con resistencia característica mayor a 460 Mpa","gs2",1.1499999999999999]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad para concreto plano y concreto reforzado con fibras","gc",1.5]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones permanentes (estantes)","gf1",1.2]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones variables (cargas aleatorias)","gf2",1.5]
[null,null,null,null,null,null,null,null,"Factor parcial de seguridad frente a acciones dinámicas (montacargas y maquinaria sometida a vibración)","gf3",1.6]
[null,null,null,null,null,null,null,null,"Radio del área de contacto equivalente","a",{"$f":"SQRT((Q1_/BB_1)/PI())*1000","v":206.01290774570111},"mm"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,"Resistencia de diseño a compresión del concreto","fcd",{"$f":"fck/gc","v":18.666666666666668},"N/mm2"]
[null,null,null,null,null,null,null,null,null,"k2",{"$f":"0.6*(1-fck/250)","v":0.53279999999999994}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante máximo","vmax",{"$f":"0.5*k2_*fcd","v":4.9727999999999994},"N/mm2"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso interior)","u0,1",{"$f":"2*(PI()*a)","v":1294.4172750371329},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde)","u0,2",{"$f":"3/2*(PI()*a)","v":970.81295627784971},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso borde 2)","u0,3",{"$f":"3/2*(PI()*a)","v":970.81295627784971},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro en la cara del área cargada (caso esquina )","u0,4",{"$f":"(PI()*a)","v":647.20863751856643},"mm"]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso interior)","vp,1",{"$f":"Q1_ult*1000/(u0_1*d)","v":1.0987355079770724},"N/mm2",{"$f":"IF(vmax>vp_1,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 1)","vp,2",{"$f":"Q1_ult_jb*1000/(u0_2*d)","v":0.87898840638165798},"N/mm2",{"$f":"IF(vmax>vp_2,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso borde 2)","vp,3",{"$f":"Q1_ult_jb*1000/(u0_3*d)","v":0.87898840638165798},"N/mm2",{"$f":"IF(vmax>vp_3,\"O.K\",\"No Cumple\")","v":"O.K"}]
[null,null,null,null,null,null,null,null,"Esfuerzo cortante actuante máximo (caso esquina)","vp,4",{"$f":"Q1_ult_ep*1000/(u0_4*d)","v":1.3184826095724869},"N/mm2",{"$f":"IF(vmax>vp_4,\"O.K\",\"No Cumple\")","v":"O.K"}]
[]
[]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso interior)","Pp,max1",{"$f":"vmax*u0_1*d/1000","v":724.14880034677356},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max2",{"$f":"vmax*u0_2*d/1000","v":543.11160026008019},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso borde 1)","Pp,max3",{"$f":"vmax*u0_3*d/1000","v":543.11160026008019},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad de carga frente a perforación por corte (caso esquina)","Pp,max4",{"$f":"vmax*u0_4*d/1000","v":362.07440017338678},"kN"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro critico (caso interior)","u1,1",{"$f":"2*PI()*(a+2*d)","v":2708.1339691525395},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro critico (caso borde 1)","u1,2",{"$f":"PI()*(a+2*d)","v":1354.0669845762698},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro crítico (caso borde 2)","u1,3",{"$f":"PI()*(a+2*d)","v":1354.0669845762698},"mm"]
[null,null,null,null,null,null,null,null,"Longitud del perímetro crítico (caso esquina )","u1,4",{"$f":"PI()/2*(2*a+2*d)","v":1000.6378110474182},"mm"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso interior)","Pp,max5",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_1*d/1000","v":183.33756490685002},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 1)","Pp,max6",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_2*d/1000","v":91.66878245342501},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso borde 2)","Pp,max7",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_3*d/1000","v":91.66878245342501},"kN"]
[null,null,null,null,null,null,null,null,"Máxima capacidad en perímetro crítico (caso esquina)","Pp,max8",{"$f":"(0.035*k1_^(3/2)*fck^(1/2)+0.06*Re_3/100*fctk_fl)*u1_4*d/1000","v":67.74203260282691},"kN"]

{"sheet":"PCA 1984","index":9,"n_rows":312,"n_cols":74,"rows_kept":312,"cut":false,"hidden":false,"merged":[[10,3,10,10],[0,0,6,8],[45,1,47,5],[23,6,24,9],[14,3,15,7],[19,1,21,4],[19,6,21,9],[26,6,27,9],[31,1,33,4],[31,6,33,9],[35,6,36,9],[38,6,39,9],[41,6,42,9],[45,6,47,9],[71,6,73,9],[55,6,56,9],[50,1,52,4],[50,6,52,9],[64,6,66,9],[59,6,61,9],[55,1,56,4],[86,1,88,4],[86,6,88,9],[102,0,103,5],[102,6,103,9],[76,1,78,4],[76,6,78,9],[81,1,83,4],[81,6,83,9],[98,6,99,9]]}
["Diseño de Pavimentos Rígidos Según Reporte Técnico \"Thickness Design for Concrete Highway and Street Pavements\" de la Portland Cement Association (PCA), 1984"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Descripción del Proyecto:"]
[]
[]
["1. Defina el Tránsito Diario Promedio de Camiones (tdpc)"]
[null,null,null,500]
[]
[]
[]
["2. Seleccione la categoría de carga de eje"]
[null,"Categoría 3",null,null,null,null,{"$f":"VLOOKUP(B20,OFFSET(Categoría_eje_carga,,,,3),2,0)","v":"Vías arteria y vías primarias (medio), Autopistas, vías nacionales rurales y urbanas (bajo a medio)"}]
[]
[]
[]
[null,"Tránsito de Camiones en 20 Años",null,null,null,null,{"$f":"VLOOKUP(B20,OFFSET(Categoría_eje_carga,,,,6),6,0)","v":"2,190,000 - 36,500,000"}]
[]
[]
[null,"Tránsito Díario Promedio de Camiones (TDPC)",null,null,null,null,{"$f":"VLOOKUP(B20,OFFSET(Categoría_eje_carga,,,,6),5,0)","v":"300 - 5000"}]
[]
[]
[]
["3. Seleccione las Características de Soporte de La Estructura de Pavimento"]
[null,"Alto",null,null,null,null,{"$f":"VLOOKUP(B32,OFFSET(Soporte,,,,3),2,0)","v":"Arenas y mezclas arena-grava relativamente libres de finos plásticos"}]
[]
[]
[]
[null,"Valores Aproximados del Módulo de Reacción (k) en pci",null,null,null,null,{"$f":"VLOOKUP(B32,OFFSET(Soporte,,,,3),3,0)","v":"180 - 220"}]
[]
[]
[null,"Valores Aproximados del Módulo de Reacción (k) en mpa/m",null,null,null,null,{"$f":"VLOOKUP(B32,OFFSET(Soporte,,,,4),4,0)","v":"48.9 - 59.8"}]
[]
[]
[null,"Valores Aproximados del CBR (%)",null,null,null,null,{"$f":"VLOOKUP(B32,OFFSET(Soporte,,,,5),5,0)","v":"10.6 - 13.7"}]
[]
[]
[]
[null,"4. Defina condiciones de Mejoramiento en la Subrasante",null,null,null,null,"Subbase no tratada"]
[]
[]
[]
[]
[null,"Espesor de la subbase de mejoramiento (pulgadas)",null,null,null,null,12]
[]
[]
[]
[]
[null,"Característica Final Mejorada de Soporte:",null,null,null,null,"Muy Alto"]
[]
[]
[]
[null,"5. Condición en las Juntas",null,null,null,null,"Con Dovelas"]
[]
[]
[]
[]
[null,"6. Condición de Borde",null,null,null,null,"Con Berma"]
[]
[]
[]
[]
[]
[]
[null,"7. Módulo de Rotura del Concreto (psi)",null,null,null,null,550]
[]
[]
[]
[]
[null,"8. Defina condiciones de Refuerzo con FIBRAPLAS CONCRETE",null,null,null,null,"Refuerzo con fibraplas concrete"]
[]
[]
[]
[]
[null,"Dosificación de Fibraplas concrete (kg/m3)",null,null,null,null,4]
[]
[]
[]
[]
[null,"Módulo Final Mejorado de Rotura del Concreto (psi):",null,null,null,null,650]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Tránsito Diario Promedio de Camiones Admisible (TDPCA)",null,null,null,null,null,{"$f":"INDEX(rango_de_diseño,MATCH(TRUE,rango_de_diseño>=TDPC,0))","v":1900}]
[]
[]
[]
["Espesor Estructura de Pavimento Rígido (pulgadas)",null,null,null,null,null,{"$f":"VLOOKUP(TDPCA,rango_espesor,2,FALSE)","v":7}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Categoría de Eje de Carga","Descripción","Tránsito",null,null,null,"Cargas Máximas de Eje, Kips",null,null,"Soporte","Tipo de Suelo","Valores de k (pci)","Valores de k (Mpa/m)","Valores de CBR (%)","Valor medio de k (pci)","Valor definicion de k (pci)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(var_categoria=\"Categoría 1\",1,IF(var_categoria=\"Categoría 2\",2,IF(var_categoria=\"Categoría 3\",3,4)))","v":3},{"$f":"IF(var_juntas=\"Con Dovelas\",1,2)","v":1},{"$f":"IF(var_borde=\"Sin Berma\",1,2)","v":2},{"$f":"IF(car_f_soporte=\"Bajo\",1,IF(car_f_soporte=\"Medio\",2,IF(car_f_soporte=\"Alto\",3,4)))","v":4},{"$f":"IF(mod_f_rotura=550,1,IF(mod_f_rotura=600,2,3))","v":3},{"$f":"BQ116&BR116&BS116&BT116&BU116","v":"31243"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tránsito Diario Promedio","Tránsito Díario Promedio de Camiones",null,"Tránsito de Camiones en 20 Años",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"TB_\"&VLOOKUP(var_codigo_verificacion,Codigo_verificacion,7,FALSE)","v":"TB_90"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"%","Por día",null,"Ejes Sencillos","Ejes Tandem",null,"Bajo","Suelos de grano fino en los cuales las particulas predominantes son limos y arcillas","Hasta 120","Hasta 32.6","Hasta 6.3",50,129,null,null,null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,null,null,null,null,null,null,null,null,null,null,null,"Código verificación","CATEGORÍA","CONDICIÓN DE JUNTA","CONDICIÓN DE BORDE","TIPO DE SOPORTE","MR (pci)","Número"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Categoría 1","Calles residenciales, vías rurales y secundarias (bajo a medio)","200 -800","1 - 3","hasta 25",{"$f":"25*365*20","v":182500},22,36,null,"Medio","Arenas y mezclas arena-grava con cantidades moderadas de limos y arcillas","130 - 170","35.3 - 46.2","7.0 - 9.8",130,179,null,null,null,"TB_1",0.1,5.5,null,"TB_4",0.3,5.5,null,"TB_7",1,5.5,null,"TB_10",0.8,5,null,"TB_13",0.2,4.5,null,"TB_16",0.6,4.5,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BQ119&BR119&BS119&BT119&BU119","v":"12111"},1,2,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,"Categoría 2","Calles colectoras, vías rurales y secundarias (alto), vías arteria y vías primarias (bajo)","700 -5000","5 - 18","40 - 1000","292,000 - 7,300,000",26,44,null,"Alto","Arenas y mezclas arena-grava relativamente libres de finos plásticos","180 - 220","48.9 - 59.8","10.6 - 13.7",180,249,null,null,null,null,1,6,null,null,6,6,null,null,18,6,null,null,13,5.5,null,null,4,5,null,null,13,5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12112",1,2,1,1,2,2]
[null,null,null,null,null,null,null,null,null,null,null,null,"Categoría 3","Vías arteria y vías primarias (medio), Autopistas, vías nacionales rurales y urbanas (bajo a medio)","3000 -12000 dos carriles                  3000 - 50000+  4 carriles o más","8 - 30","300 - 5000","2,190,000 - 36,500,000",30,52,null,"Muy Alto","Bases tratadas con cemento","250 - 400","67.9 - 108.6","16.1 - 29.5",250,null,null,null,null,null,13,6.5,null,null,60,6.5,null,null,160,6.5,null,null,130,6,null,null,57,5.5,null,null,150,5.5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12113",1,2,1,1,3,3]
[null,null,null,null,null,null,null,null,null,null,null,null,"Categoría 4","Vías arteria, vías primarias, Autopistas (alto), vías nacionales rurales y urbanas (medio a alto)","3000 -20000 dos carriles                  3000 - 150000+  4 carriles o más","8 - 30","1500 - 8000+","10,950,000 - 58,400,000",34,60,null,{"$f":"IF(Tipo_Soporte=\"muy alto\",1,0)","v":0},null,null,null,null,{"$f":"VLOOKUP(Tipo_Soporte,OFFSET(Soporte,,,,6),6,0)","v":180},null,null,null,null,null,110,7,null,null,400,7,null,null,null,null,null,null,null,null,null,null,480,6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"12121",1,2,1,2,1,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"LN(vm_sopi)","v":5.1929568508902104},null,null,null,null,null,620,7.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"12122",1,2,1,2,2,5]
[null,null,null,null,null,null,null,null,null,null,null,null,"*  La descripción alto, medio, o bajo se refiere a los pesos relativos de cargas de eje para el tipo de calle o vía, es decir, \"bajo\" para una vía nacional rural representa cargas mayores a \"bajo\" para una vía secundaria",null,null,null,null,null,null,null,null,null,"Condiciones de soporte en subrasante",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"12123",1,2,1,2,3,6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sin Mejoramiento",{"$f":"IF(Sel_cond_soporte=\"Sin Mejoramiento\",1,IF(Sel_cond_soporte=\"Subbase no Tratada\",2,3))","v":2},null,null,null,null,null,null,null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,null,null,null,null,null,null,null,null,null,null,null,"12131",1,2,1,3,1,7]
[null,null,null,null,null,null,null,null,null,null,null,null,"**  Camiones - caminones de dos ejes y cuatro llantas están excluidos",null,null,null,null,null,null,null,null,null,"Subbase no tratada",null,null,null,null,null,null,null,null,"TB_2",0.5,5.5,null,"TB_5",0.1,5,null,"TB_8",0.4,5,null,"TB_11",0.2,4.5,null,"TB_14",1,4.5,null,"TB_17",0.1,4,null,null,null,null,null,null,null,null,null,null,null,null,null,"12132",1,2,1,3,2,8]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Subbase tratada con cemento",null,null,null,null,null,null,null,null,null,8,6,null,null,3,5.5,null,null,9,5.5,null,null,6,5,null,null,27,5,null,null,5,4.5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12133",1,2,1,3,3,9]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,76,6.5,null,null,36,6,null,null,98,6,null,null,73,5.5,null,null,290,5.5,null,null,75,5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12211",1,2,2,1,1,10]
[null,null,null,null,null,null,null,null,null,null,null,null,"Condición de Junta",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,520,7,null,null,300,6.5,null,null,760,6.5,null,null,610,6,null,null,null,null,null,null,730,5.5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12212",1,2,2,1,2,11]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"12213",1,2,2,1,3,12]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"12221",1,2,2,2,1,13]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(B20=\"Categoría 1\",\"Sin Dovelas\",\"Con Dovelas\")","v":"Con Dovelas"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,null,null,null,null,null,null,null,null,null,null,null,"12222",1,2,2,2,2,14]
[null,null,null,null,null,null,null,null,null,null,null,null,"Sin Dovelas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TB_3",0.1,5,null,"TB_6",0.8,5,null,"TB_9",0.1,4.5,null,"TB_12",2,4.5,null,"TB_15",0.2,4,null,"TB_18",0.9,4,null,null,null,null,null,null,null,null,null,null,null,null,null,"12223",1,2,2,2,3,15]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,5.5,null,null,15,5.5,null,null,3,5,null,null,30,5,null,null,8,4.5,null,null,25,4.5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12231",1,2,2,3,1,16]
[null,null,null,null,null,null,null,null,null,null,null,null,"Condición de Borde",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,6,null,null,160,6,null,null,45,5.5,null,null,320,5.5,null,null,130,5,null,null,330,5,null,null,null,null,null,null,null,null,null,null,null,null,null,"12232",1,2,2,3,2,17]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,330,6.5,null,null,null,null,null,null,430,6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"12233",1,2,2,3,3,18]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21111",2,1,1,1,1,19]
[null,null,null,null,null,null,null,null,null,null,null,null,"Sin Berma",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21112",2,1,1,1,2,20]
[null,null,null,null,null,null,null,null,null,null,null,null,"Con Berma",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21113",2,1,1,1,3,21]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21121",2,1,1,2,1,22]
[null,null,null,null,null,null,null,null,null,null,null,null,"Condición de Refuerzo",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21122",2,1,1,2,2,23]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","ESPESOR LOSA",null,null,"TDPC ADMISIBLE","espesor losa",null,null,null,null,null,"21123",2,1,1,2,3,24]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TB_19",19,7.5,null,"TB_22",11,7,null,"TB_25",4,6.5,null,"TB_28",19,6.5,null,"TB_31",3,6,null,"TB_34",14,6,null,"TB_37",3,5.5,null,"TB_40",17,5.5,null,null,null,null,null,"21131",2,1,1,3,1,25]
[null,null,null,null,null,null,null,null,null,null,null,null,"Sin Refuerzo",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,120,8,null,null,84,7.5,null,null,34,7,null,null,150,7,null,null,29,6.5,null,null,120,6.5,null,null,41,6,null,null,160,6,null,null,null,null,null,"21132",2,1,1,3,2,26]
[null,null,null,null,null,null,null,null,null,null,null,null,"Refuerzo con fibraplas concrete",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,560,8.5,null,null,470,8,null,null,230,7.5,null,null,890,7.5,null,null,210,7,null,null,770,7,null,null,320,6.5,null,null,1100,6.5,null,null,null,null,null,"21133",2,1,1,3,3,27]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2400,9,null,null,2200,8.5,null,null,1200,8,null,null,null,null,null,null,1100,7.5,null,null,4000,7.5,null,null,1900,7,null,null,null,null,null,null,null,null,null,"21141",2,1,1,4,1,28]
[null,null,null,null,null,null,null,null,null,null,null,null,"Módulo de Rotura del Concreto",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21142",2,1,1,4,2,29]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21143",2,1,1,4,3,30]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,"TDPC ADMISIBLE","espesor losa",null,null,null,null,null,"21211",2,1,2,1,1,31]
[null,null,null,null,null,null,null,null,null,null,null,null,550,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TB_20",15,7,null,"TB_23",8,6.5,null,"TB_26",24,6.5,null,"TB_29",11,6,null,"TB_32",1,5.5,null,"TB_35",8,5.5,null,"TB_38",1,5,null,"TB_41",8,5,null,null,null,null,null,"21212",2,1,2,1,2,32]
[null,null,null,null,null,null,null,null,null,null,null,null,600,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,110,7.5,null,null,70,7,null,null,190,7,null,null,110,6.5,null,null,19,6,null,null,84,6,null,null,23,5.5,null,null,98,5.5,null,null,null,null,null,"21213",2,1,2,1,3,33]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,590,8,null,null,440,7.5,null,null,1100,7.5,null,null,750,7,null,null,160,6.5,null,null,620,6.5,null,null,220,6,null,null,810,6,null,null,null,null,null,"21221",2,1,2,2,1,34]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(sel_modulo_rotura=550,1,2)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2700,8.5,null,null,2300,8,null,null,null,null,null,null,null,null,null,null,1000,7,null,null,3600,7,null,null,1500,6.5,null,null,5200,6.5,null,null,null,null,null,"21222",2,1,2,2,2,35]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21223",2,1,2,2,3,36]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(M153=1,\"4 kg/m3\",\"3 kg/m3\")","v":"4 kg/m3"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"21231",2,1,2,3,1,37]
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{"sheet":"AASHTO 1993","index":10,"n_rows":1194,"n_cols":28,"rows_kept":1194,"cut":false,"hidden":false,"merged":[[0,0,6,7],[14,4,14,6],[11,3,11,9],[13,0,13,8],[17,1,18,4],[17,6,18,8],[47,6,48,8],[22,6,23,8],[27,1,28,4],[27,6,28,8],[71,0,71,7],[67,6,68,8],[52,1,53,4],[52,6,53,8],[57,1,58,4],[57,6,58,8],[40,1,40,4],[40,6,40,8],[42,1,43,4],[42,6,43,8],[47,1,48,4],[22,1,23,4],[74,0,75,5],[78,0,79,5],[74,6,75,8],[62,1,63,4],[62,6,63,8],[67,1,68,4],[78,6,79,8],[37,9,38,9],[37,1,38,4],[37,6,38,8],[36,0,36,8],[30,1,30,4],[30,6,30,8],[32,1,33,4],[32,6,33,8]]}
["Diseño de Pavimentos Rígidos Según Documento Técnico \"Guide for Design of Pavement Structures\" de AASHTO, 1993"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Descripción del Proyecto:"]
[]
["1. Número de Aplicaciones de la Carga del Eje Individual Equivalente en el Período de Diseño"]
[null,null,null,null,200000]
[]
[]
[null,"2. Módulo de Rotura del Concreto (psi)",null,null,null,null,150]
[]
[]
[]
[]
[null,"3. Módulo de Elasticidad del Concreto (psi)",null,null,null,null,4000000]
[]
[]
[]
[]
[null,"4. Dosificación de FIBRAPLAS CONCRETE (kg/m3)",null,null,null,null,4]
[]
[]
[]
[]
[null,"Módulo Final Mejorado de Rotura del Concreto (psi):",null,null,null,null,181.74993027852094]
[]
[]
[]
[]
[null,"5. Módulo de Reacción (k) de Subrasante (pci)",null,null,null,null,110]
[]
[]
[]
[]
[null,"6. Confiabilidad (%)",null,null,null,null,85]
[]
[]
[]
[]
[null,"7. Desviación Estándar",null,null,null,null,0.35]
[]
[]
[]
[]
[null,"8. Coeficiente de Transferencia en Juntas",null,null,null,null,3.2]
[]
[]
[]
[]
[null,"9. Coeficiente de Drenaje",null,null,null,null,1]
[]
[]
[]
[]
[null,"10. Serviciabilidad Inicial",null,null,null,null,4.5]
[]
[]
[]
[]
[null,"11. Serviciabilidad Terminal",null,null,null,null,1.5]
[]
[]
[]
[]
[]
[]
["Espesor de Diseño Estructura de Pavimento Rígido Convencional (pulgadas)",null,null,null,null,null,{"$f":"DESIGN_D__inches","v":11.799999999999855}]
[]
[]
[]
["Espesor de Diseño Estructura de Pavimento Rígido Reforzado con FIBRAPLAS CONCRETE (pulgadas)",null,null,null,null,null,{"$f":"D_DESIGNR_inches","v":10.599999999999881}]
[]
[]
[]
[]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"D Step =",0.01]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"",150,4000000,110,85,0.35,3.2,1,4.5,1.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},181.74993027852094,{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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{"sheet":"Lanzado y Prefabricado","index":11,"n_rows":109,"n_cols":19,"rows_kept":109,"cut":false,"hidden":false,"merged":[[48,0,48,2],[48,8,51,11],[50,0,50,4],[51,0,51,6],[41,6,43,9],[41,10,43,10],[44,0,44,2],[44,3,44,5],[45,0,45,2],[47,0,47,2],[46,0,46,2],[34,0,34,1],[34,2,34,11],[1,0,8,7],[32,0,32,1],[32,2,32,11],[33,0,33,1],[33,2,33,11]]}
[]
["Dosificación de Fibra en Concreto Lanzado  según Documento Técnico ACI 506.1-08 (Unidades SI)"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Descripción del Proyecto"]
["Tipo de Malla Electrosoldada",null,"DIACO XX-221"]
[]
[]
[]
["Diámetro de barra, f",null,null,{"$f":"VLOOKUP(C34,OFFSET(Mallas_U_SI,,,,5),5,0)","v":6.5},"mm",null,"Medida de ancho unitario , b",null,null,null,1000,"mm"]
["Espaciamento entre barras, s",null,null,{"$f":"VLOOKUP(C34,OFFSET(Mallas_U_SI,,,,2),2,0)","v":150},"mm",null,"Area de acero suministrado, As",null,null,null,{"$f":"PI()*(D38^2/4)/D39*K38","v":221.22048269028127},"mm2/m"]
["Espesor de liner en concreto lanzado, t",null,null,100,"mm",null,"Cuantía de Acero, r",null,null,null,{"$f":"IF(D40<>\"\",K39/D40/K38*100,\"\")","v":0.2212204826902813},"%"]
["Resistencia a compresión concreto, f'c",null,null,21,"MPa"]
["Resistencia típica del acero, fy",null,null,400,"MPa"]
[]
[]
[]
["Capacidad a Momento Flector",null,null,{"$f":"IF(AND(D40<>\"\",D41<>\"\",D42<>\"\"),0.9*K39*D42*(D40/2-(K39*D42/(0.85*D41*K38))),\"\")","v":3587170.689406137},"N.mm"]
["Capacidad a Momento Flector",null,null,{"$f":"D46/1000000","v":3.587170689406137},"kN.m"]
[]
["f600 Resistencia residual requerida",null,null,{"$f":"IF(D46<>\"\",6*D46/(K38*D40^2),\"\")","v":2.1523024136436821},"MPa",null,null,null,"** - Conversión de dosificación de fibra a partir del desempeño requerido según ensayo ASTM C1609."]
[]
["Volumen requerido de FIBRAPLAS CONCRETE:",null,null,null,null,12.534636614158011,"kg/m3","**"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Referencia","Separación (mm)","Area Long (mm2)","Area Transv. (mm2)","Diametro Long (mm)","Diametro Transv. (mm)"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW13.3/13.3  (2x2 W2.1/2.1)",50,13.3,13.3,4.1151046092387089,4.1151046092387089]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW5.6/5.6       (2x2 W0.9/0.9)",50,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW3.2/3.2       (2x2 W0.5/0.5)",50,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"50x50 MW2.0/2.0       (2x2 W0.3/0.3)",50,2,2,1.5957691216057308,1.5957691216057308]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW13.3/13.3  (3x3 W2.1/2.1)",76,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW9.1/9.1       (3x3 W1.4/1.4)",76,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW5.6/5.6       (3x3 W0.9/0.9)",76,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"76x76 MW3.2/3.2       (3x3 W0.5/0.5)",76,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW25.8/25.8  (4x4 W4.0/4.0)",102,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW18.7/18.7  (4x4 W2.9/2.9)",102,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW13.3/13.3  (4x4 W2.1/2.1)",102,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW11.1/11.1  (4x4 W1.7/1.7)",102,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW9.1/9.1       (4x4 W1.4/1.4)",102,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW5.6/5.6       (4x4 W0.9/0.9)",102,5.6,5.6,2.6702324712498182,2.6702324712498182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW4.2/4.2       (4x4 W0.7/0.7)",102,4.2,4.2,2.3124891541124435,2.3124891541124435]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"102x102 MW3.2/3.2       (4x4 W0.5/0.5)",102,3.2,3.2,2.018506017616128,2.018506017616128]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW47.6/47.6  (6x6 W7.4/7.4)",152,47.6,47.6,7.7849985439557887,7.7849985439557887]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW40.6/40.6  (6x6 W6.3/6.3)",152,40.6,40.6,7.1898209655211591,7.1898209655211591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW34.9/34.9  (6x6 W5.4/5.4)",152,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW30.1/30.1  (6x6 W4.7/4.7)",152,30.1,30.1,6.1906793081638787,6.1906793081638787]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/25.8  (6x6 W4.0/4.0)",152,25.8,25.8,5.7314553347441519,5.7314553347441519]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW25.8/18.7  (6x6 W4.0/2.9)",152,25.8,18.7,5.7314553347441519,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW21.7/21.7  (6x6 W3.4/3.4)",152,21.7,21.7,5.2563578760157714,5.2563578760157714]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW18.7/18.7  (6x6 W2.9/2.9)",152,18.7,18.7,4.8795060699365402,4.8795060699365402]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW15.9/15.9  (6x6 W2.5/2.5)",152,15.9,15.9,4.4993898209967416,4.4993898209967416]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW13.3/13.3  (6x6 W2.1/2.1)",152,13.3,13.3,4.1151046092387089,4.1151046092387089]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW11.1/11.1  (6x6 W1.7/1.7)",152,11.1,11.1,3.7593827879800039,3.7593827879800039]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"152x152 MW9.1/9.1       (6x6 W1.4/1.4)",152,9.1,9.1,3.4038918691829769,3.4038918691829769]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"305x305 MW34.9/34.9  (12x12 W5.4/5.4)",305,34.9,34.9,6.6660378120182591,6.6660378120182591]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-084",150,{"$f":"PI()*R90^2/4","v":12.566370614359172},{"$f":"PI()*S90^2/4","v":12.566370614359172},4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-106",150,15.904312808798327,12.566370614359172,4.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-131",150,19.634954084936208,12.566370614359172,5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-158",150,23.758294442772812,12.566370614359172,5.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-221",150,33.183072403542191,12.566370614359172,6.5,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-257",150,38.484510006474963,19.634954084936208,7,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-335",150,50.26548245743669,19.634954084936208,8,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XY-378",150,56.745017305465637,19.634954084936208,8.5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-050",250,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-063",200,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-084",150,12.566370614359172,12.566370614359172,4,4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-106",150,15.904312808798327,15.904312808798327,4.5,4.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-131",150,19.634954084936208,19.634954084936208,5,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-158",150,23.758294442772812,23.758294442772812,5.5,5.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-188",150,28.274333882308138,28.274333882308138,6,6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-221",150,33.183072403542191,33.183072403542191,6.5,6.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-257",150,38.484510006474963,38.484510006474963,7,7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-295",150,44.178646691106465,44.178646691106465,7.5,7.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-335",150,50.26548245743669,50.26548245743669,8,8]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DIACO XX-378",150,56.745017305465637,56.745017305465637,8.5,8.5]

{"sheet":"Conversión dosificación","index":12,"n_rows":36,"n_cols":15,"rows_kept":36,"cut":false,"hidden":false,"merged":[[15,11,16,11],[19,0,20,1],[19,2,20,2],[1,0,8,7],[26,0,26,4],[27,0,27,6],[15,2,16,2],[15,3,16,3],[15,0,16,1],[23,0,23,2],[23,3,23,5],[24,0,24,2],[26,5,26,6],[19,3,20,3],[15,5,16,10]]}
[]
["Conversión Dosificación Fibra Metálica a Dosificación Fibraplas Concrete"]
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["Resistencia a compresión del concreto",null,28,"MPa",null,"Relación de aspecto de la fibra metálica",null,null,null,null,null,65]
[]
[]
[]
["Dosificación fibra metálica",null,20,"kg/m3"]
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[]
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["Capacidad a Momento Flector",null,null,{"$f":"IF(AND(#REF!<>\"\",#REF!<>\"\",#REF!<>\"\"),0.9*#REF!*#REF!*(#REF!/2-(#REF!*#REF!/(0.85*#REF!*#REF!))),\"\")","v":{"$error":"#REF!"}},"N.mm"]
[]
["Dosificación equivalente de FIBRAPLAS CONCRETE:",null,null,null,null,6.1608859304900179,null,"kg/m3"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"Re_3_fm",0.26916302162722644]

{"sheet":"INICIO","index":13,"n_rows":85,"n_cols":7,"rows_kept":85,"cut":false,"hidden":false,"merged":[[79,0,79,10],[84,0,84,10],[34,0,35,10],[63,0,63,3],[63,6,63,9],[76,0,76,3],[49,0,51,10],[0,2,7,10],[11,0,12,10],[8,0,10,10],[43,0,43,7],[75,1,75,5],[32,4,32,7],[46,0,46,3],[29,0,30,3],[13,0,14,10]]}
[null,null,"PROGRAMAS PARA EL DISEÑO DE ELEMENTOS DE CONCRETO REFORZADOS CON FIBRA SINTÉTICA FIBRAPLAS CONCRETE® "]
[]
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["Con este programa usted puede :"]
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["Determinar el espesor de un piso industrial bajo diversos tipos de carga usando una dosificación establecida de FIBRAPLAS CONCRETE® "]
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["Determinar el volumen requerido de FIBRAPLAS CONCRETE® que reemplace un proyecto ya especificado con malla electrosoldada"]
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["PISOS INDUSTRIALES"]
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["Calcular el espesor de pavimentos rígidos bajo las especificaciones PCA y AASHTO, usando FIBRAPLAS CONCRETE® "]
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["PAVIMENTOS RIGIDOS"]
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["Podrá diseñar además:"]
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["SISTEMAS PREFABRICADOS",null,null,null,null,null,"ESTRUCTURAS EN CONCRETO LANZADO"]
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["ENTREPISOS EN STEEL DECK"]
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["VERSIÓN 1.9"]
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["ESTE PROGRAMA ASI COMO LA MARCA FIBRAPLAS CONCRETE® SON DE USO EXCLUSIVO DE LA EMPRESA COLOMBIANA DEL PLASTICO S.A.S."]

{"sheet":"T & C","index":14,"n_rows":42,"n_cols":3,"rows_kept":42,"cut":false,"hidden":false,"merged":[[41,0,1048575,7],[0,2,7,6],[9,0,9,7],[10,0,28,7],[30,0,30,7],[33,1,33,5]]}
[null,null,"HERRAMIENTAS PARA EL DISEÑO DE ELEMENTOS DE CONCRETO REFORZADOS CON FIBRA SINTÉTICA FIBRAPLAS CONCRETE® "]
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["TERMINOS Y CONDICIONES"]
["Algunas de las hojas de cálculo contenidas en este archivo contienen Macros.  Por lo tanto, es necesario activar el uso de macros en su versión de Microsoft Excel.  Esta herramienta fue desarrollada para trabajar bajo sistema operativo WINDOWS y fue desarrollada exclusivamente para la EMPRESA COLOMBIANA DEL PLÁSTICO S.A.S. Esta es una licencia individual y no puede ser distribuida sin previa autorización de EMPRESA COLOMBIANA DEL PLÁSTICO S.A.S.  En ningún evento EMPRESA COLOMBIANA DEL PLÁSTICO S.A.S. se hace responsable por daños especiales, incidentales o derivados del uso de estas hojas de cálculo. EMPRESA COLOMBIANA DEL PLÁSTICO S.A.S. no toma ninguna responsabilidad por el uso de estas hojas de cálculo y no garantiza que estén libres de errores. No se permite la decompilación, el uso de ingeniería inversa, o el desbloqueo de estas hojas de cálculo. Al usar estas herramientas usted comprende y acepta los términos y condiciones.  También reconoce que no es el propietario de estas hojas de cálculo."]
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["ESTE PROGRAMA ASI COMO LA MARCA FIBRAPLAS CONCRETE® SON DE USO EXCLUSIVO DE LA EMPRESA COLOMBIANA DEL PLASTICO S.A.S."]

{"sheet":"T & C (2)","index":15,"n_rows":42,"n_cols":3,"rows_kept":42,"cut":false,"hidden":false,"merged":[[41,0,1048575,7],[0,2,7,6],[9,0,9,7],[10,0,28,7],[30,0,30,7],[33,1,33,5]]}
[null,null,"PROGRAMAS PARA EL DISEÑO DE ELEMENTOS DE CONCRETO REFORZADOS CON FIBRA SINTÉTICA FIBRAPLAS CONCRETE® "]
[]
[]
[]
[]
[]
[]
[]
[]
["TERMINOS Y CONDICIONES"]
["Algunas de las hojas de cálculo contenidas en este archivo contienen Macros.  Por lo tanto, es necesario activar el uso de macros en su versión de Microsoft Excel.  Esta herramienta fue desarrollada para trabajar bajo sistema operativo WINDOWS y fue desarrollada exclusivamente para la EMPRESA COLOMBIANA DEL PLASTICO S.A.S.  Esta es una licencia individual y no puede ser distribuida sin previa autorización de EMPRESA COLOMBIANA DEL PLASTICO S.A.S.  En ningún evento EMPRESA COLOMBIANA DEL PLASTICO S.A.S se hace responsable por daños especiales, incidentales o derivados del uso de estas hojas de cálculo. EMPRESA COLOMBIANA DEL PLASTICO S.A.S no toma ninguna responsabilidad por el uso de estas hojas de cálculo y no garantiza que estén libres de errores. No se permite la decompilación, el uso de ingeniería inversa, o el desbloqueo de estas hojas de cálculo. Al usar estas herramientas usted comprende y acepta los términos y condiciones.  También reconoce que no es el propietario de estas hojas de cálculo."]
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["ESTE PROGRAMA ASI COMO LA MARCA FIBRAPLAS CONCRETE® SON DE USO EXCLUSIVO DE LA EMPRESA COLOMBIANA DEL PLASTICO S.A.S."]