memoria de c+ülculo monopolo 30m - ebc pacifico - 120kmh

MEMORIADECLCULOMONOPOLOEXISTENTEDE30M(CargaExistenteyProyectada)

V=120kph

PROYECTO

EBCPACIFICO

PROYECTO MemoriaClculoEstructuralMonopoloExistente30mREVISINA Pararevisinycomentarios 03/02/13

INDICE1.OBJETIVO2.ALCANCES3.DESCRIPCIONDELPROYECTO4.NORMASDEDISEO5.MATERIALES6.METODODEANALISIS7.CARGASDEEVALUACINESTRUCTURAL8.DEFORMACIONES9.COMBINACIONESDECARGA10.ESTRUCTURACINDELMONOPOLOENELMSTOWER11.DATOSDEENTRADADEMODELACIONDELMONOPOLO.12.INGRESODECARGADEANTENASENLAESTRUCTURAEXISTENTE.13. RESULTADOS DE LA MODELACION, VERIFICACIN DE ELEMENTOSEXISTENTESYREACCIONESENLABASE.14. DEFORMACIONES DE LA ESTRUCTURA EXISTENTE PARA UNA

VELOCIDADOPERACIONALDE90KMH.15.CONCLUSIONES16.REGISTROFOTOGRAFICO

BASESDECLCULOYESTRUCTURACIN1.OBJETIVOElobjetivodelapresentememoriadeclculodescribeloscriteriosadoptadosparalaevaluacinestructuraldelmonopolobridadofacetadoexistentede30mpropiedaddeAmricaMvilS.A.C.(EBCPACIFICO),ubicadaenelDistritodeChimbote,ProvinciadelSanta,DepartamentodeAncash,a lacualseproyectaampliarelnmerodeantenasdeenlacesmicroondas yequiposdeTelecomunicacina solicituddeAmricaMvilS.A.C. En la presente tambin se especifican los materiales utilizados, las cargasconsideradas, sus combinaciones,mtodo de anlisis, las normas y cdigos que seemplearnenelpresenteinforme.2.ALCANCESPara la evaluacin estructural delmonopolo bridado facetado existente de 30m serealiz considerando fundamentalmente las fuerzas producidas por la accin delviento,queeslacondicinmsdesfavorableparaestetipodeestructurasesbeltas.De acuerdo a las especificaciones dadas por Amrica Mvil, las estructuras de supropiedad debern de ser diseadas y evaluadas para una velocidad de viento desupervivenciade120Km/h,paralavelocidaddeoperacinseconsiderar90Km/hparasuverificacin.Lasexpresionesusadasparadeterminar lapresindel viento tantoen laestructurametlicacomoen lasescalerillas,antenasdeRF,antenasdeMWydemsaccesoriosdelmonopolosondadasporlanormaTIAEIA222F.3.DESCRIPCINDELPROYECTOLa estructura ha evaluar consta de dos partes bsicas, la estructura principal(monopolofacetadobridado)ylaplataformatriangularatopedelmonopolodondeseubicanlasantenasdeRF.

La estructura principal del monopolo est compuesta por 05 mdulos de seccindodecgono (12 caras) de 6.00m de altura cada uno. Los mdulos estn unidosmediante12pernosde1y7/8(dependiendodelosmdulosaunir).Laplataformatriangularestubicadaatopedelmonopolotiene3.00mdelado,sobreelcualseencuentran instaladas07antenasdeRFpertenecientesaClaro,pordebajodelaplataformaa21.00maproximadamenteseubican2soportesindependientesenlos cuales se encuentran instalados 04 antenas de RF adicionales pertenecientes aTelmex.Adicionalmenteexisten06enlacesMW.Elmonopolo seencuentraapoyado sobreunpedestalde concreto,el cualpresentadesprendimientodeltarrajeoyrajadurasenelbordedelabridabasedelaestructuraprincipal,porlotantoserecomiendarealizarunaspruebasyanlisisa lacimentacinparagarantizarelestadodelamisma.LacargaadicionalainstalaresunaantenaMWdedimetrode1.20maunaalturade24.00mparapoderrealizarelenlaceentrelaEBCVesiqueylaEBCPacifico.

ENLACE MWAVESIQUE

4.NORMASDEDISEOLasnormasaserconsideradasenlapresenteevaluacinestructuraldelmonopolosonlassiguientes:i. AISC. Specifications for structural steel buildings Allowable stress design andplasticdesign,June1989.ii. TIA/EIA 222 F. Structural Standards for steel antenna towers and antennasupportingstructures,June1996iii. ACI 31899. Building Code Requirements for Reinforced Concrete. AmericanConcreteInstitute.iv.NormaTcnicaE090ReglamentoNacionaldeEdificaciones(RNE)Laverificacinestructuraldelmonopolo,serealizafundamentalmenteparalasfuerzasproducidasporlaaccindelvientoqueeslacondicinmsdesfavorableenestetipodeestructuras.Lasexpresionesusadasparadeterminar lapresindel viento tantoen laestructurametlicaprincipalcomoenlosaccesoriossonlasdadasporlaNormaTIAEIA222F.Paralaverificacindeloselementosdelmonopolo,usaremoselCdigoAmericanodeTelecomunicacionesTIAEIA222F,captulo3,numeral3.1.14.1endondeseaceptalautilizacindelosesfuerzospermisiblessegnlonormadoporelAmericanInstituteofSteelConstruction(AISC).Entalcasonoesnecesarioaplicarcoeficientesdeseguridadalascargasactuantes,yaquelasfrmulasdelosesfuerzosadmisiblesestablecidosenelAISCyatienenfactoresde seguridad que reducen su valor y que estn en funcin de la esbeltez de susmiembros.

5.MATERIALESLosmaterialesutilizadosenlaverificacindelmonopolosonlossiguientes:Perfilera:AceroASTMA36(fy=36Kips).Pernera:AceroestructuralASTMA325osimilar(SAEGrado5).Soldadura:ElectrodosE70XX.6.METODODEANALISISEl anlisis estructural del monopolo se realiz usando un anlisis elstico linealconsiderandoelMtododeTensionesAdmisibles(ASD),bajoelsupuestodepequeasdeformacionesdemodoquelaestructurasecomportebajolateoraelsticalineal.Paraeldiseode loselementosdelmonopolo,sehausadoelCdigoAmericanodeTelecomunicacionesTIAEIA222 F,captulo3,numeral3.1.14.1acepta lautilizacinde los esfuerzos permisibles segn lo normado por el American Institute of SteelConstruction(AISC).Las frmulas empleadas se encuentran en los numerales 1.5.1.3.1 y 1.5.1.3.2. delmanualAISC,siendoestaslassiguientes:Paraelementosencompresin:

CompCap=Esfuerzodediseo(Fa)xreadelaseccintransversalFa=((10.5[KL/r/Cc]2)Fy)SI/SF1 KL/rCcSF2=23/12Cc=raz(2E/Fy)SI=1.33Donde:SI=Factordeincrementopermisible,basadoenlaalturadelaEstructura(1hasta1.5).

Fy=Esfuerzodefluenciamnimo.E=Mdulodeelasticidad.L=Longitudnoarriostradadelelementodesdeambospuntosdeconexin.r=Radiodegirodelaseccintransversal.K=Coeficientedelongitudefectivadelelemento.

LasnormasTIA/EIA222Fensunumeral3.1.1.1establecenqueparaestructurasdealtura menores a 213 mts como en el presente caso, los esfuerzos permisiblesobtenidossegnelAISCpuedenserincrementadosen1/3,loquesetendrencuentaalverificarloselementos.En cuanto a la relacin de esbeltez para miembros en compresin, en el numeral3.1.12 considera comomximo kl/r

plataformametlicadeantenasRF,soportesmetlicos,antenas,escalerasdeacceso,escalerillacablerack,empalmesydemsaccesoriospartedelmonopolo.Lasantenasexistentes,propiedaddeCLAROson:

4 Antenas RF (2G) de 1.20m x 0.30m, ubicada a 30.60m del monopolo.Montadassobrelaplataformatriangularubicadaenlacimadelmonopolo.

3 Antenas RF (2G) de 2.40m x 0.30m, ubicada a 30.60m del monopolo.Montadassobrelaplataformatriangularubicadaenlacimadelmonopolo.

1AntenaMWde0.60m,instaladoensoportemetlicoa31.50mdelmonopolo. 1AntenaMWde0.60m,instaladoensoportemetlicoa29.00mdelmonopolo. 1AntenaMWde0.60m,instaladoensoportemetlicoa28.50mdelmonopolo. 1AntenaMWde0.30m,instaladoensoportemetlicoa27.60mdelmonopolo. 1AntenaMWde0.30m,instaladoensoportemetlicoa27.20mdelmonopolo. 1AntenaMWde1.20m,instaladoensoportemetlicoa26.80mdelmonopolo.

Lasantenasexistentes,propiedaddeTELMEXson:

4AntenasRFde0.60mx0.20m,ubicadaa21.00mdelmonopolo.Montadassobresoportespivotantesmetlicos.

LaantenaproyectadaasolicituddeAMERICAMOVILESS.A.C.:

1AntenaMWde1.20m,instaladoensoportemetlicoa25.50mdelmonopolo.

CargasEventualesSobrecargadeuso(L)Untotalde200Kg.aplicadosenelextremosuperiordelaestructuralacualconsideraelpesode2tcnicosyherramientas.Viento(W)Para la verificacin estructural se ha considerado un anlisis tridimensional de laestructuraaplicandofuerzasproductodelvientoorientadasa0,45,90,135,180,225,270y315.

Deacuerdoalmapadeisotacaslavelocidaddevientoesperadaenestazonaparaunaprobabilidaddeexcedenciadel5%en50aosesde75Km/h,sinembargodeacuerdoa lo indicado en los requerimientos tcnicos deAmricaMvil S.A. la velocidad deevaluacinesde120Km/h,porlocual,estafuelautilizadaenelpresenteestudio.DeacuerdoaTIA/EIAlasformulasparacalcularlascargasdevientosobrelosperfilessonlossiguientes:

F=qzGH[CTAE+(CAAA)] lbsqz=0.00256kzV2 lb/pie2paraVenmillas/hrkz=[Z/33]2/7 Zenpies(coeficientedeexposicin)GH=0.65+0.6/(h/33)1/7 (factorderfaga)CT=1.03 Seaplicaalmonopoloe=(AF+AR)/AGAF = rea proyectado de los elementos planos proyectados en una cara de laseccin.AR= reaproyectadode loselementosredondosproyectadosenunacarade laseccin.AG=readeunacaradelmonopoloconsiderndolacomoslidaAA=reaproyectadaefectivadeloscomponentesenunacaraCA=Coeficientedefuerzaenaccesorios(1.4)

Para la verificacin de los desplazamientos se utilizar la velocidad de viento de90Km/h(velocidadoperacional).Sismo(E)Noseconsiderapueslaaccindelvientoespreponderanteantelaaccinssmica.Nieve(S)No se solicito verificar laestructura con cargadenieve,porendeesteefectonoesconsideradoenelpresenteinforme.

8.DEFORMACIONESSeconsiderar ladeformacinmximade laestructuraalvalormedidoen lacspidedel monopolo asociado a una desangulacin recomendada por la TIAEIA222F. AsolicituddeAmricaMvilS.A.C. losdesplazamientosmximossernmedidosaunavelocidaddeoperacinde90Km/hyson:

ITEM DesplazamientomximoDeflexin 0.75Torsin 0.30

9.COMBINACIONESDECARGAPara obtener las combinaciones de carga que se utilizarn en el anlisis de laestructurasedebecumplirconloexpuestoenlasnormaAISC(ASD89).

Do(CargaMuerta)+Wi(CargadeViento)Lascargasaplicadasparalaevaluacindelaestructurasonlassiguientes:

Case100:cargaspermanente(D)incluyendocargasdeantenasycargaviva(L)Case200:Vientoconazimutde0.Case220:Vientoconazimutde45.Case240:Vientoconazimutde90.Case260:Vientoconazimutde135.Case280:Vientoconazimutde180.Case300:Vientoconazimutde225.Case320:Vientoconazimutde270.Case340:Vientoconazimutde315.

Lascombinacionesparalaevaluacindelaestructurasonlassiguientes:

Case500:1.4(Case100)Case520:1.2(Case100)+(Case200)Case540:1.2(Case100)+(Case220)Case560:1.2(Case100)+(Case240)Case580:1.2(Case100)+(Case260)Case600:1.2(Case100)+(Case280)Case620:1.2(Case100)+(Case300)

Case640:1.2(Case100)+(Case320)Case660:1.2(Case100)+(Case340)

10.ESTRUCTURACINDELMONOPOLOENELMSTOWERElmonopoloestconformadopor5mdulosfacetadosbridadosde6mcadauno,loscuales estnunidosmediantepernos. En la visitade campono sepudo verificar elespesor de losmdulos, razn por la cual se est asumiendo los espesores de losmdulosbasadosenestructurassimilaresdelamismaaltura.

(*)Estosvaloresdeberndeserverificadosmediantemedicionesdeultrasonidoosimilares.

MODULO EASUMIDO5 3/16"4 1/4"3 5/16"2 5/16"1 3/8"

11.DATOSDEENTRADADEMODELACIONDELMONOPOLOCARGASDEVIENTOVELOCIDADDEEVALUACINDECARGALavelocidadbsicadeverificacinespecificadaparaestaestructuraesde120kph,alos10mdesdeelniveldelterreno.

En laevaluacindelmonopoloseaplicarn loscriteriosdelmanualEIA/TIA222F(96).ParalaevaluacindelaestructuraseutilizelprogramaMSTowerbasadoenelmtodo de los elementos finitos, en el que considera al monopolo como unaestructuraespacial.Elmonopolosedefinecomounconjuntodenudosybarrasylosresultadosqueseobtienenparacadahiptesisdeclculosonlosdesplazamientosdecadanudoylosesfuerzosencadaunadelasbarras.Relacionesdeesbeltez(Kl/r)delasbarrasMiembrosprincipalesacompresin:120Miembrossecundariosacompresin:200Celosasybarrasderelleno: 250Barrasdetraccin: 350Elclculodelasunionesserealizasegnelsiguientecriterioa)CortaduraC=0.8xLtxxd2/4b)AplastamientoA=2xdxexLaSiendo: d=Dimetrodeltornillo

Lt=Lmiteelsticodeltornillo E=Espesordelngulo La=Lmiteelsticodelacero

CARGADEVIENTOSOBREANTENASLasdimensiones,cantidadesyubicacionesdelasantenasfueronobtenidasdelavisitatcnicahechaalmonopoloinstaladoenlaEBCPACIFICOylainformacinbrindadaporAmricaMvilS.A.C.LosresultadosqueseobtienensondeaplicarlanormaTIAEIA222Fsobrelasantenasdetalladasenlavisitatcnicaylaampliacin.

INGRESOGEOMETRIADEESTRUCTURAEXISTENTE

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.td

03/02/2013 20:50 D:/DESING TOWER/TECNOCOM/PACIFICO/MS TOWER/MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.td

00001 TITL1 EBC EL PACIFICO - MONOPOLO DE 30M 00002 TITL2 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH 00003 00004 UNITS 100005 PROFILE00006 FACES 100007 00008 WBASE 0.93000009 RLBAS 0.00000010 PANEL 1 HT 0.1071 TW 0.076000011 FACE SH4 LEG 1 R1 8400012 PANEL 2 HT 0.1071 TW 0.076000013 FACE SH4 LEG 2 R1 8400014 PANEL 3 HT 0.1071 TW 0.076000015 FACE SH4 LEG 3 R1 8400016 PANEL 4 HT 0.1071 TW 0.076000017 FACE SH4 LEG 4 R1 8400018 PANEL 5 HT 0.1071 TW 0.076000019 FACE SH4 LEG 5 R1 8400020 PANEL 6 HT 0.1071 TW 0.076000021 FACE SH4 LEG 6 R1 8400022 PANEL 7 HT 0.1071 TW 0.076000023 FACE SH4 LEG 7 R1 8400024 PANEL 8 HT 0.1071 TW 0.076000025 FACE SH4 LEG 8 R1 8400026 PANEL 9 HT 0.1071 TW 0.076000027 FACE SH4 LEG 9 R1 8400028 PANEL 10 HT 0.1071 TW 0.076000029 FACE SH4 LEG 10 R1 8400030 PANEL 11 HT 0.1071 TW 0.076000031 FACE SH4 LEG 11 R1 8400032 PANEL 12 HT 0.1071 TW 0.076000033 FACE SH4 LEG 12 R1 8400034 PANEL 13 HT 0.1071 TW 0.076000035 FACE SH4 LEG 13 R1 8400036 PANEL 14 HT 0.1071 TW 0.076000037 FACE SH4 LEG 14 R1 8400038 PANEL 15 HT 0.1071 TW 0.076000039 FACE SH4 LEG 15 R1 8400040 PANEL 16 HT 0.1071 TW 0.076000041 FACE SH4 LEG 16 R1 8400042 PANEL 17 HT 0.1071 TW 0.076000043 FACE SH4 LEG 17 R1 8400044 PANEL 18 HT 0.1071 TW 0.076000045 FACE SH4 LEG 18 R1 8400046 PANEL 19 HT 0.1071 TW 0.076000047 FACE SH4 LEG 19 R1 8400048 PANEL 20 HT 0.1071 TW 0.076000049 FACE SH4 LEG 20 R1 8400050 PANEL 21 HT 0.1071 TW 0.076000051 FACE SH4 LEG 21 R1 8400052 PANEL 22 HT 0.1071 TW 0.076000053 FACE SH4 LEG 22 R1 8400054 PANEL 23 HT 0.1071 TW 0.076000055 FACE SH4 LEG 23 R1 8400056 PANEL 24 HT 0.1071 TW 0.076000057 FACE SH4 LEG 24 R1 8400058 PANEL 25 HT 0.1071 TW 0.076000059 FACE SH4 LEG 25 R1 8400060 PANEL 26 HT 0.1071 TW 0.076000061 FACE SH4 LEG 26 R1 8400062 PANEL 27 HT 0.1071 TW 0.076000063 FACE SH4 LEG 27 R1 8400064 PANEL 28 HT 0.1071 TW 0.076000065 FACE SH4 LEG 28 R1 8400066 PANEL 29 HT 0.0500 TW 0.218000067 FACE SH4 LEG 29 R1 8400068 PANEL 30 HT 0.3750 TW 0.363600069 FACE SH4 LEG 30 R1 8400070 PANEL 31 HT 0.3750 TW 0.370700071 FACE SH4 LEG 31 R1 8400072 PANEL 32 HT 0.3750 TW 0.377800073 FACE SH4 LEG 32 R1 8400074 PANEL 33 HT 0.3750 TW 0.384900075 FACE SH4 LEG 33 R1 8400076 PANEL 34 HT 0.3750 TW 0.392100077 FACE SH4 LEG 34 R1 8400078 PANEL 35 HT 0.3750 TW 0.399200079 FACE SH4 LEG 35 R1 8400080 PANEL 36 HT 0.3750 TW 0.406300081 FACE SH4 LEG 36 R1 8400082 PANEL 37 HT 0.3750 TW 0.413400083 FACE SH4 LEG 37 R1 8400084 PANEL 38 HT 0.3750 TW 0.420600085 FACE SH4 LEG 38 R1 8400086 PANEL 39 HT 0.3750 TW 0.427700087 FACE SH4 LEG 39 R1 8400088 PANEL 40 HT 0.3750 TW 0.434800089 FACE SH4 LEG 40 R1 8400090 PANEL 41 HT 0.3750 TW 0.441900091 FACE SH4 LEG 41 R1 8400092 PANEL 42 HT 0.3750 TW 0.449100093 FACE SH4 LEG 42 R1 8400094 PANEL 43 HT 0.3750 TW 0.456200095 FACE SH4 LEG 43 R1 8400096 PANEL 44 HT 0.3750 TW 0.463300097 FACE SH4 LEG 44 R1 84

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00098 PANEL 45 HT 0.3750 TW 0.470400099 FACE SH4 LEG 45 R1 8400100 PANEL 46 HT 0.5000 TW 0.478700101 FACE SH4 LEG 46 R1 8400102 PANEL 47 HT 0.5000 TW 0.488200103 FACE SH4 LEG 47 R1 8400104 PANEL 48 HT 0.5000 TW 0.497800105 FACE SH4 LEG 48 R1 8400106 PANEL 49 HT 0.5000 TW 0.507300107 FACE SH4 LEG 49 R1 8400108 PANEL 50 HT 0.5000 TW 0.516700109 FACE SH4 LEG 50 R1 8400110 PANEL 51 HT 0.5000 TW 0.526300111 FACE SH4 LEG 51 R1 8400112 PANEL 52 HT 0.5000 TW 0.535700113 FACE SH4 LEG 52 R1 8400114 PANEL 53 HT 0.5000 TW 0.545200115 FACE SH4 LEG 53 R1 8400116 PANEL 54 HT 0.5000 TW 0.554800117 FACE SH4 LEG 54 R1 8400118 PANEL 55 HT 0.5000 TW 0.564200119 FACE SH4 LEG 55 R1 8400120 PANEL 56 HT 0.5000 TW 0.573800121 FACE SH4 LEG 56 R1 8400122 PANEL 57 HT 0.5000 TW 0.583200123 FACE SH4 LEG 57 R1 8400124 PANEL 58 HT 0.6000 TW 0.593700125 FACE SH4 LEG 58 R1 8400126 PANEL 59 HT 0.6000 TW 0.605100127 FACE SH4 LEG 59 R1 8400128 PANEL 60 HT 0.6000 TW 0.616500129 FACE SH4 LEG 60 R1 8400130 PANEL 61 HT 0.6000 TW 0.627900131 FACE SH4 LEG 61 R1 8400132 PANEL 62 HT 0.6000 TW 0.639300133 FACE SH4 LEG 62 R1 8400134 PANEL 63 HT 0.6000 TW 0.650700135 FACE SH4 LEG 63 R1 8400136 PANEL 64 HT 0.6000 TW 0.662100137 FACE SH4 LEG 64 R1 8400138 PANEL 65 HT 0.6000 TW 0.673500139 FACE SH4 LEG 65 R1 8400140 PANEL 66 HT 0.6000 TW 0.684900141 FACE SH4 LEG 66 R1 8400142 PANEL 67 HT 0.6000 TW 0.696300143 FACE SH4 LEG 67 R1 8400144 PANEL 68 HT 0.7500 TW 0.709100145 FACE SH4 LEG 68 R1 8400146 PANEL 69 HT 0.7500 TW 0.723400147 FACE SH4 LEG 69 R1 8400148 PANEL 70 HT 0.7500 TW 0.737600149 FACE SH4 LEG 70 R1 8400150 PANEL 71 HT 0.7500 TW 0.751900151 FACE SH4 LEG 71 R1 8400152 PANEL 72 HT 0.7500 TW 0.766100153 FACE SH4 LEG 72 R1 8400154 PANEL 73 HT 0.7500 TW 0.780400155 FACE SH4 LEG 73 R1 8400156 PANEL 74 HT 0.7500 TW 0.794600157 FACE SH4 LEG 74 R1 8400158 PANEL 75 HT 0.7500 TW 0.808900159 FACE SH4 LEG 75 R1 8400160 PANEL 76 HT 0.8571 TW 0.824100161 FACE SH4 LEG 76 R1 8400162 PANEL 77 HT 0.8571 TW 0.840400163 FACE SH4 LEG 77 R1 8400164 PANEL 78 HT 0.8571 TW 0.856700165 FACE SH4 LEG 78 R1 8400166 PANEL 79 HT 0.8571 TW 0.873000167 FACE SH4 LEG 79 R1 8400168 PANEL 80 HT 0.8571 TW 0.889300169 FACE SH4 LEG 80 R1 8400170 PANEL 81 HT 0.8571 TW 0.905600171 FACE SH4 LEG 81 R1 8400172 PANEL 82 HT 0.8571 TW 0.921900173 FACE SH4 LEG 82 R1 8400174 PANEL 83 HT 0.0000 TW 0.930000175 FACE SH4 LEG 83 R1 8400176 END 00177 SECTIONS 00178 LIB MONOPOLO000179 1 PG1.76x3 FY 248.0000180 2 PG2.76x3 FY 248.0000181 3 PG3.76x3 FY 248.0000182 4 PG4.76x3 FY 248.0000183 5 PG5.76x3 FY 248.0000184 6 PG6.76x3 FY 248.0000185 7 PG7.76x3 FY 248.0000186 8 PG8.76x3 FY 248.0000187 9 PG9.76x3 FY 248.0000188 10 PG10.76x3 FY 248.0000189 11 PG11.76x3 FY 248.0000190 12 PG12.76x3 FY 248.0000191 13 PG13.76x3 FY 248.0000192 14 PG14.76x3 FY 248.0000193 15 PG15.76x3 FY 248.0000194 16 PG16.76x3 FY 248.00

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00195 17 PG17.76x3 FY 248.0000196 18 PG18.76x3 FY 248.0000197 19 PG19.76x3 FY 248.0000198 20 PG20.76x3 FY 248.0000199 21 PG21.76x3 FY 248.0000200 22 PG22.76x3 FY 248.0000201 23 PG23.76x3 FY 248.0000202 24 PG24.76x3 FY 248.0000203 25 PG25.76x3 FY 248.0000204 26 PG26.76x3 FY 248.0000205 27 PG27.76x3 FY 248.0000206 28 PG28.76x3 FY 248.0000207 29 PG29.218x3 FY 248.0000208 30 PG30.364x5 FY 248.0000209 31 PG31.371x5 FY 248.0000210 32 PG32.378x5 FY 248.0000211 33 PG33.385x5 FY 248.0000212 34 PG34.392x5 FY 248.0000213 35 PG35.399x5 FY 248.0000214 36 PG36.406x5 FY 248.0000215 37 PG37.413x5 FY 248.0000216 38 PG38.421x5 FY 248.0000217 39 PG39.428x5 FY 248.0000218 40 PG40.435x5 FY 248.0000219 41 PG41.442x5 FY 248.0000220 42 PG42.449x5 FY 248.0000221 43 PG43.456x5 FY 248.0000222 44 PG44.463x5 FY 248.0000223 45 PG45.470x5 FY 248.0000224 46 PG46.479x6 FY 248.0000225 47 PG47.488x6 FY 248.0000226 48 PG48.498x6 FY 248.0000227 49 PG49.507x6 FY 248.0000228 50 PG50.517x6 FY 248.0000229 51 PG51.526x6 FY 248.0000230 52 PG52.536x6 FY 248.0000231 53 PG53.545x6 FY 248.0000232 54 PG54.555x6 FY 248.0000233 55 PG55.564x6 FY 248.0000234 56 PG56.574x6 FY 248.0000235 57 PG57.583x6 FY 248.0000236 58 PG58.594x8 FY 248.0000237 59 PG59.605x8 FY 248.0000238 60 PG60.617x8 FY 248.0000239 61 PG61.628x8 FY 248.0000240 62 PG62.639x8 FY 248.0000241 63 PG63.651x8 FY 248.0000242 64 PG64.662x8 FY 248.0000243 65 PG65.674x8 FY 248.0000244 66 PG66.685x8 FY 248.0000245 67 PG67.696x8 FY 248.0000246 68 PG68.709x8 FY 248.0000247 69 PG69.723x8 FY 248.0000248 70 PG70.738x8 FY 248.0000249 71 PG71.752x8 FY 248.0000250 72 PG72.766x8 FY 248.0000251 73 PG73.780x8 FY 248.0000252 74 PG74.795x8 FY 248.0000253 75 PG75.809x8 FY 248.0000254 76 PG76.824x10 FY 248.0000255 77 PG77.840x10 FY 248.0000256 78 PG78.857x10 FY 248.0000257 79 PG79.873x10 FY 248.0000258 80 PG80.889x10 FY 248.0000259 81 PG81.906x10 FY 248.0000260 82 PG82.922x10 FY 248.0000261 83 PG83.930x10 FY 248.0000262 84 DUMMY FY 248.0000263 END 00264 00265 SUPPORT 00266 COORD 0.0 0.0 0.000 FIXED00267 END 00268 00269 EOF 00270

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Z

theta: 100 phi: 10

DEMONSTRATION SOFTWARE Job: MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTEEBC EL PACIFICO - MONOPOLO DE 30M VELOCIDAD DE VIENTO PARA EVALUACION 120KMH

3 feb 201308:51 p.m.

MStower [V6.02.002] D:\DESING TOWER\TECNOCOM\PACIFICO\MS TOWER\MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE

EBC EL PACIFICO - MONOPOLO 30M - VISTA GENERAL

12.INGRESODECARGADEANTENASENLAESTRUCTURAEXISTENTE.

DISH-6

SECTOR-1C SECTOR-1D SECTOR-1G SECTORPLATAF1 SECTOR-1A SECTOR-1B SECTOR-1E

DISH-5 DISH-4

DISH-2 DISH-3 DISH-1

DISH-7

SECTOR-2B SECTOR-2C SECTOR-2D SECTOR-2A


3 feb 201308:52 p.m.


EBC EL PACIFICO - MONOPOLO 30M - VISTA GRAL LOAD

12.1.VELOCIDADDEDISEOOSUPERVIVENCIALavelocidadconsideradaparaeldiseoesde120Kph(33.333m/s)medidasa10mconrespectoalnivelde terrenoyconsiderando las siguienteshiptesisde cargapara larfagadelviento: 1.Velocidadaplicadaconazimuthde0. 2.Velocidadaplicadaconazimuthde45.

3.Velocidadaplicadaconazimuthde90.4.Velocidadaplicadaconazimuthde135.5.Velocidadaplicadaconazimuthde180.6.Velocidadaplicadaconazimuthde225.7.Velocidadaplicadaconazimuthde270.8.Velocidadaplicadaconazimuthde315.

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.twr

03/02/2013 20:50 D:/DESING TOWER/TECNOCOM/PACIFICO/MS TOWER/MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.twr

00001 $ from FILE TWRSTD.TWR00002 $ prototype TWR file for square tower. Edit to your requirements00003 00004 $ STATION00005 $ HEIGHT00006 $ NGR SP00007 $ MAP No00008 00009 $ STRUCTURE00010 $ TYPE:-00011 00012 $ MANUFACTURERS:-00013 $ ANCILLARIES Drawings00014 $ Amendments00015 $00016 $ CAD REF00017 $ STRUCTURAL Drawings:-00018 $00019 00020 PARAMETERS00021 00022 ANGN 0.0 $ Angle Anti-clockwise from X axis to North00023 CODE EIA222 $ WIND PROFILE TO THIS CODE00024 ICE RO 0.0 RW 0.0 $ For icing00025 ALTOP 0 $ SITE + TOWER HEIGHT for icing00026 PSF-V 1.20 $ Partial safety factor for wind speed, BS810000027 PSF-M 1.20 $ Partial safety factor for Material strength, BS810000028 VB 33.3333 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST MILE, adjusted for hei | ght00029 OVERLAP 1 $ Allow for the overlap of members00030 END00031 00032 TERRAIN00033 ANGLE 0 TCAT 2 $ HH 0.0 BETAH 0.0 XLEE 0.000034 END00035 00036 LOADS00037 CASE 100 Weight of tower plus ancillaries00038 DL00039 $ TODO - any additional NDLDs go here00040 00041 CASE 200 wind at 0 to X axis00042 WL ANGLX 0.0 NOICE00043 00044 CASE 220 wind at 45 to X axis00045 WL ANGLX 45 NOICE00046 00047 CASE 240 wind at 90 to X axis00048 WL ANGLX 90 NOICE00049 00050 CASE 260 wind at 135 to X axis00051 WL ANGLX 135 NOICE00052 00053 CASE 280 wind at 180 to X axis00054 WL ANGLX 180 NOICE00055 00056 CASE 300 wind at 225 to X axis00057 WL ANGLX 225 NOICE00058 00059 CASE 320 wind at 270 to X axis00060 WL ANGLX 270 NOICE00061 00062 CASE 340 wind at 315 to X axis00063 WL ANGLX 315 NOICE00064 00065 CASE 500 Max. tower weight00066 COMBIN 100 1.40000067 00068 CASE 520 CARGA: wind at 0 to X axis00069 COMBIN 100 1.20000070 COMBIN 200 1.00000071 00072 CASE 540 CARGA: wind at 45 to X axis00073 COMBIN 100 1.20000074 COMBIN 220 1.00000075 00076 CASE 560 CARGA: wind at 90 to X axis00077 COMBIN 100 1.20000078 COMBIN 240 1.00000079 00080 CASE 580 CARGA: wind at 135 to X axis00081 COMBIN 100 1.20000082 COMBIN 260 1.00000083 00084 CASE 600 CARGA: wind at 180 to X axis00085 COMBIN 100 1.20000086 COMBIN 280 1.00000087 00088 CASE 620 CARGA: wind at 225 to X axis00089 COMBIN 100 1.20000090 COMBIN 300 1.00000091 00092 CASE 640 CARGA: wind at 270 to X axis00093 COMBIN 100 1.20000094 COMBIN 320 1.00000095 00096 CASE 660 CARGA: wind at 315 to X axis

Page 1/2



00097 COMBIN 100 1.20000098 COMBIN 340 1.00000099 END00100 00101 ANCILLARIES00102 $ DUMMY ENTRIES FOR GUIDENCE ONLY00103 LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area00104 00105 $Antenas Parabolicas Existentes00106 DISH-1 XA 0.00 YA 0.80 ZA 26.8 LIB SH1PR-4 ANG 5 $ D = 1.2 M00107 DISH-2 XA -0.75 YA 0.00 ZA 27.2 LIB SH1PR-1 ANG 185 $ D = 0.3 M00108 DISH-3 XA 0.00 YA 0.75 ZA 27.6 LIB SH1PR-1 ANG 5 $ D = 0.3 M00109 DISH-4 XA 0.00 YA 0.70 ZA 28.5 LIB SH1PR-2 ANG 5 $ D = 0.6 M00110 DISH-5 XA 0.00 YA -0.70 ZA 29.0 LIB SH1PR-2 ANG 130 $ D = 0.6 M00111 DISH-6 XA -1.76 YA -0.25 ZA 31.5 LIB SH1PR-2 ANG 165 $ D = 0.6 M ATTACH 2802 2903 2904 2905 290600112 00113 $Antenas Parabolicas a Instalar (enlace Vesique - Pacifico)00114 DISH-7 XA 0.00 YA -0.80 ZA 25.5 LIB SH1PR-4 ANG 25 $ D = 1.2 M00115 00116 $Plataforma de RF00117 PLATAF1 XA 0 YA 0 ZA 30.6 LIB PLATAF-T1 ANG 0 ATTACH 2802 2903 2904 2905 290600118 00119 $Antenas Celulares00120 SECTOR-1A XA 1.100 YA 1.400 ZA 30.6 LIB A0142T3 ANG 0 ATTACH 2802 2903 2904 2905 290600121 SECTOR-1B XA 1.100 YA 0.000 ZA 30.6 LIB A0142T ANG 0 ATTACH 2802 2903 2904 2905 290600122 00123 SECTOR-1C XA -0.550 YA -0.953 ZA 30.6 LIB A0142T ANG 120 ATTACH 2802 2903 2904 2905 290600124 SECTOR-1D XA 0.662 YA -1.653 ZA 30.6 LIB A0142T3 ANG 120 ATTACH 2802 2903 2904 2905 290600125 00126 SECTOR-1E XA 0.662 YA 1.653 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 290600127 SECTOR-1F XA -0.550 YA 0.953 ZA 30.6 LIB A0142T ANG 240 ATTACH 2802 2903 2904 2905 290600128 SECTOR-1G XA -1.762 YA 0.253 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 290600129 00130 SECTOR-1H XA -1.932 YA 0.000 ZA 30.6 LIB A0142T1 ANG 180 ATTACH 2802 2903 2904 2905 290600131 00132 SECTOR-2A XA 0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 3000133 SECTOR-2B XA 0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 3000134 00135 SECTOR-2C XA -0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 15000136 SECTOR-2D XA -0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 15000137 00138 LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area00139 LADDER1 XB 0.615 YB 0.0 ZB 0 XT 0.33 YT 0.0 ZT 30.0 LIB P-LADDER FACT 1 ANG 000140 $ Feeders on cable tray not entered as shrouded by cable tray.00141 $ FDR-GRPn refers to a group of linear ancillaries.00142 FDR-GRP1 XB 0.0 YB 0.515 ZB 0.0 XT 0.0 YT 0.230 ZT 30.0 LIB LDF5-50A FACT 6 ANG 000143 FDR-GRP2 XB 0.0 YB 0.565 ZB 0.0 XT 0.0 YT 0.280 ZT 21.0 LIB LDF5-50A FACT 3 ANG 000144 FDR-GRP3 XB 0.0 YB 0.615 ZB 0.0 XT 0.0 YT 0.330 ZT 30.0 LIB LDF4-50A FACT 1 ANG 000145 FDR-GRP4 XB 0.0 YB 0.665 ZB 0.0 XT 0.0 YT 0.380 ZT 29.0 LIB LDF4-50A FACT 2 ANG 000146 FDR-GRP5 XB 0.0 YB 0.715 ZB 0.0 XT 0.0 YT 0.430 ZT 27.0 LIB LDF4-50A FACT 4 ANG 000147 END00148 END00149 00150 00151

Page 2/2

12.2.VELOCIDADOPERACIONALLavelocidadconsideradaparaeldiseoesde90Kph(25.000m/s)medidasa10mconrespectoalnivelde terrenoyconsiderando las siguienteshiptesisde cargapara larfagadelviento: 1.Velocidadaplicadaconazimuthde0. 2.Velocidadaplicadaconazimuthde45.

3.Velocidadaplicadaconazimuthde90.4.Velocidadaplicadaconazimuthde135.5.Velocidadaplicadaconazimuthde180.6.Velocidadaplicadaconazimuthde225.7.Velocidadaplicadaconazimuthde270.8.Velocidadaplicadaconazimuthde315.



00001 $ from FILE TWRSTD.TWR00002 $ prototype TWR file for square tower. Edit to your requirements00003 00004 $ STATION00005 $ HEIGHT00006 $ NGR SP00007 $ MAP No00008 00009 $ STRUCTURE00010 $ TYPE:-00011 00012 $ MANUFACTURERS:-00013 $ ANCILLARIES Drawings00014 $ Amendments00015 $00016 $ CAD REF00017 $ STRUCTURAL Drawings:-00018 $00019 00020 PARAMETERS00021 00022 ANGN 0.0 $ Angle Anti-clockwise from X axis to North00023 CODE EIA222 $ WIND PROFILE TO THIS CODE00024 ICE RO 0.0 RW 0.0 $ For icing00025 ALTOP 0 $ SITE + TOWER HEIGHT for icing00026 PSF-V 1.20 $ Partial safety factor for wind speed, BS810000027 PSF-M 1.20 $ Partial safety factor for Material strength, BS810000028 VB 25.0000 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST MILE, adjusted for hei | ght00029 OVERLAP 1 $ Allow for the overlap of members00030 END00031 00032 TERRAIN00033 ANGLE 0 TCAT 2 $ HH 0.0 BETAH 0.0 XLEE 0.000034 END00035 00036 LOADS00037 CASE 100 Weight of tower plus ancillaries00038 DL00039 $ TODO - any additional NDLDs go here00040 00041 CASE 200 wind at 0 to X axis00042 WL ANGLX 0.0 NOICE00043 00044 CASE 220 wind at 45 to X axis00045 WL ANGLX 45 NOICE00046 00047 CASE 240 wind at 90 to X axis00048 WL ANGLX 90 NOICE00049 00050 CASE 260 wind at 135 to X axis00051 WL ANGLX 135 NOICE00052 00053 CASE 280 wind at 180 to X axis00054 WL ANGLX 180 NOICE00055 00056 CASE 300 wind at 225 to X axis00057 WL ANGLX 225 NOICE00058 00059 CASE 320 wind at 270 to X axis00060 WL ANGLX 270 NOICE00061 00062 CASE 340 wind at 315 to X axis00063 WL ANGLX 315 NOICE00064 00065 CASE 500 Max. tower weight00066 COMBIN 100 1.40000067 00068 CASE 520 CARGA: wind at 0 to X axis00069 COMBIN 100 1.20000070 COMBIN 200 1.00000071 00072 CASE 540 CARGA: wind at 45 to X axis00073 COMBIN 100 1.20000074 COMBIN 220 1.00000075 00076 CASE 560 CARGA: wind at 90 to X axis00077 COMBIN 100 1.20000078 COMBIN 240 1.00000079 00080 CASE 580 CARGA: wind at 135 to X axis00081 COMBIN 100 1.20000082 COMBIN 260 1.00000083 00084 CASE 600 CARGA: wind at 180 to X axis00085 COMBIN 100 1.20000086 COMBIN 280 1.00000087 00088 CASE 620 CARGA: wind at 225 to X axis00089 COMBIN 100 1.20000090 COMBIN 300 1.00000091 00092 CASE 640 CARGA: wind at 270 to X axis00093 COMBIN 100 1.20000094 COMBIN 320 1.00000095 00096 CASE 660 CARGA: wind at 315 to X axis

Page 1/2



00097 COMBIN 100 1.20000098 COMBIN 340 1.00000099 END00100 00101 ANCILLARIES00102 $ DUMMY ENTRIES FOR GUIDENCE ONLY00103 LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area00104 00105 $Antenas Parabolicas Existentes00106 DISH-1 XA 0.00 YA 0.80 ZA 26.8 LIB SH1PR-4 ANG 5 $ D = 1.2 M00107 DISH-2 XA -0.75 YA 0.00 ZA 27.2 LIB SH1PR-1 ANG 185 $ D = 0.3 M00108 DISH-3 XA 0.00 YA 0.75 ZA 27.6 LIB SH1PR-1 ANG 5 $ D = 0.3 M00109 DISH-4 XA 0.00 YA 0.70 ZA 28.5 LIB SH1PR-2 ANG 5 $ D = 0.6 M00110 DISH-5 XA 0.00 YA -0.70 ZA 29.0 LIB SH1PR-2 ANG 130 $ D = 0.6 M00111 DISH-6 XA -1.76 YA -0.25 ZA 31.5 LIB SH1PR-2 ANG 165 $ D = 0.6 M ATTACH 2802 2903 2904 2905 290600112 00113 $Antenas Parabolicas a Instalar (enlace Vesique - Pacifico)00114 DISH-7 XA 0.00 YA -0.80 ZA 25.5 LIB SH1PR-4 ANG 25 $ D = 1.2 M00115 00116 $Plataforma de RF00117 PLATAF1 XA 0 YA 0 ZA 30.6 LIB PLATAF-T1 ANG 0 ATTACH 2802 2903 2904 2905 290600118 00119 $Antenas Celulares00120 SECTOR-1A XA 1.100 YA 1.400 ZA 30.6 LIB A0142T3 ANG 0 ATTACH 2802 2903 2904 2905 290600121 SECTOR-1B XA 1.100 YA 0.000 ZA 30.6 LIB A0142T ANG 0 ATTACH 2802 2903 2904 2905 290600122 00123 SECTOR-1C XA -0.550 YA -0.953 ZA 30.6 LIB A0142T ANG 120 ATTACH 2802 2903 2904 2905 290600124 SECTOR-1D XA 0.662 YA -1.653 ZA 30.6 LIB A0142T3 ANG 120 ATTACH 2802 2903 2904 2905 290600125 00126 SECTOR-1E XA 0.662 YA 1.653 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 290600127 SECTOR-1F XA -0.550 YA 0.953 ZA 30.6 LIB A0142T ANG 240 ATTACH 2802 2903 2904 2905 290600128 SECTOR-1G XA -1.762 YA 0.253 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 290600129 00130 SECTOR-1H XA -1.932 YA 0.000 ZA 30.6 LIB A0142T1 ANG 180 ATTACH 2802 2903 2904 2905 290600131 00132 SECTOR-2A XA 0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 3000133 SECTOR-2B XA 0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 3000134 00135 SECTOR-2C XA -0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 15000136 SECTOR-2D XA -0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 15000137 00138 LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area00139 LADDER1 XB 0.615 YB 0.0 ZB 0 XT 0.33 YT 0.0 ZT 30.0 LIB P-LADDER FACT 1 ANG 000140 $ Feeders on cable tray not entered as shrouded by cable tray.00141 $ FDR-GRPn refers to a group of linear ancillaries.00142 FDR-GRP1 XB 0.0 YB 0.515 ZB 0.0 XT 0.0 YT 0.230 ZT 30.0 LIB LDF5-50A FACT 6 ANG 000143 FDR-GRP2 XB 0.0 YB 0.565 ZB 0.0 XT 0.0 YT 0.280 ZT 21.0 LIB LDF5-50A FACT 3 ANG 000144 FDR-GRP3 XB 0.0 YB 0.615 ZB 0.0 XT 0.0 YT 0.330 ZT 30.0 LIB LDF4-50A FACT 1 ANG 000145 FDR-GRP4 XB 0.0 YB 0.665 ZB 0.0 XT 0.0 YT 0.380 ZT 29.0 LIB LDF4-50A FACT 2 ANG 000146 FDR-GRP5 XB 0.0 YB 0.715 ZB 0.0 XT 0.0 YT 0.430 ZT 27.0 LIB LDF4-50A FACT 4 ANG 000147 END00148 END00149 00150 00151

Page 2/2

13.RESULTADOSDELAMODELACION,VERIFICACIONDEELEMENTOSEXISTENTESYREACCIONESENLABASE.

XY

Z

theta: 100 phi: 10


3 feb 201308:51 p.m.


EBC EL PACIFICO - MONOPOLO 30M - RATIOS 120KMH

Design Ratios - % of Code Capacity:

X Y

Z

theta: 305 phi: 15

0.77

0.79-1.00-1.00-1.00-1.00

0.80-1.00-1.00-1.00-1.00

0.82-1.00-1.00-1.00-1.00

0.84-1.00-1.00-1.00-1.00

0.85-1.00-1.00-1.00-1.00

0.87-1.00-1.00-1.00-1.00

0.89

-1.00-1.00-1.00-1.00

0.91

-1.00-1.00-1.00-1.00

0.92

-1.00-1.00-1.00-1.00

0.94

-1.00-1.00-1.00-1.00

0.96

-1.00-1.00-1.00-1.00

0.97

-1.00-1.00-1.00-1.00

0.99

-1.00-1.00-1.00-1.00

1.00

-1.00-1.00-1.00-1.00

0.86

-1.00-1.00-1.00-1.00

0.87

-1.00-1.00-1.00-1.00

0.88

-1.00-1.00-1.00-1.00

0.90

-1.00-1.00-1.00-1.00

0.91

-1.00-1.00-1.00-1.00

0.92

-1.00-1.00-1.00-1.00


3 feb 201308:54 p.m.


EBC EL PACIFICO - MONOPOLO 30M - RATIOS MAXIMOS

Design Ratios - % of Code Capacity:

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.rpt

03/02/2013 20:51 D:/DESING TOWER/TECNOCOM/PACIFICO/MS TOWER/MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.rpt

00001 MSTOWER V6 Member checking to EIA-222-F (080218)00002 00003 Job: MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE00004 Date: 03-FEB-13 20:38:5800005 00006 EBC EL PACIFICO - MONOPOLO DE 30M00007 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH00008 00009 -- L O A D C A S E S --00010 Case Y/N Title00011 100 N WEIGHT OF TOWER PLUS ANCILLARIES00012 200 N WIND AT 0 TO X AXIS00013 220 N WIND AT 45 TO X AXIS00014 240 N WIND AT 90 TO X AXIS00015 260 N WIND AT 135 TO X AXIS00016 280 N WIND AT 180 TO X AXIS00017 300 N WIND AT 225 TO X AXIS00018 320 N WIND AT 270 TO X AXIS00019 340 N WIND AT 315 TO X AXIS00020 500 Y MAX. TOWER WEIGHT00021 520 Y CARGA: WIND AT 0 TO X AXIS00022 540 Y CARGA: WIND AT 45 TO X AXIS00023 560 Y CARGA: WIND AT 90 TO X AXIS00024 580 Y CARGA: WIND AT 135 TO X AXIS00025 600 Y CARGA: WIND AT 180 TO X AXIS00026 620 Y CARGA: WIND AT 225 TO X AXIS00027 640 Y CARGA: WIND AT 270 TO X AXIS00028 660 Y CARGA: WIND AT 315 TO X AXIS00029 00030 Y = Cases to be checked00031 N = Not Used00032 00033 Report Units: 00034 Dims., lengths, areas ... mm, mm200035 Forces ..................... kN00036 Moments, Torques ........... kNm00037 Stresses ..............N/mm2 (MPa)00038 00039 Cantilevered pole00040 Computed capacities assume pole is predominantly subject to bending.00041 00042 Allowable stresses to EIA-222-F. Overstress factor for WL: 1.33300043 Symbols:00044 fy = yield stress00045 P = Axial force in member, c=compression00046 M = Moment, x=about X axis, y=about Y axis, r=resultant00047 f = Axial stress in member00048 F = Allowable stress, a=axial, b=bending, t=torsion, 0=not considered00049 * = Stress ratio, f/F > 1.000050 00051 00052 NB: The design approach of EIA-222-F is based on working stress methods.00053 00054 Shaft Members - Cross-section: 12 sided polygon00055 00056 Memb Ht D t fy LC P Mx My Mr T fa fb Fa Fb Ft ratio00057 1 32.94 76.0 3.2 248.0 520 0 0 0 0 0 0.0 0.1 198.4 198.4 0 0.00000058 101 32.83 76.0 3.2 248.0 520 0 0 0 0 0 0.0 0.3 198.4 198.4 0 0.00100059 201 32.73 76.0 3.2 248.0 520 0 0 0 0 0 0.0 0.6 198.4 198.4 0 0.00300060 301 32.62 76.0 3.2 248.0 520 0 0 0 0 0 0.0 1.1 198.4 198.4 0 0.00600061 401 32.51 76.0 3.2 248.0 520 0 0 0 0 0 0.0 1.7 198.4 198.4 0 0.00900062 501 32.41 76.0 3.2 248.0 520 0 0 0 0 0 0.0 2.4 198.4 198.4 0 0.01200063 601 32.30 76.0 3.2 248.0 520 0 0 0 0 0 0.1 3.3 198.4 198.4 0 0.01700064 701 32.19 76.0 3.2 248.0 520 0 0 0 0 0 0.1 4.2 198.4 198.4 0 0.02200065 801 32.08 76.0 3.2 248.0 520 0 0 0 0 0 0.1 5.4 198.4 198.4 0 0.02700066 901 31.98 76.0 3.2 248.0 520 0 0 0 0 0 0.1 6.6 198.4 198.4 0 0.03400067 1001 31.87 76.0 3.2 248.0 520 0 0 0 0 0 0.1 8.0 198.4 198.4 0 0.04100068 1101 31.76 76.0 3.2 248.0 520 0 0 0 0 0 0.1 9.5 198.4 198.4 0 0.04900069 1201 31.66 76.0 3.2 248.0 520 0 0 0 0 0 0.1 11.2 198.4 198.4 0 0.05700070 1301 31.55 76.0 3.2 248.0 520 0 0 0 0 0 0.1 13.0 198.4 198.4 0 0.06600071 1401 31.44 76.0 3.2 248.0 520 0 0 1 1 0 0.4 47.2 198.4 198.4 0 0.24000072 1501 31.33 76.0 3.2 248.0 520 0 0 1 1 0 0.4 53.5 198.4 198.4 0 0.27200073 1601 31.23 76.0 3.2 248.0 520 0 0 1 1 0 0.4 59.9 198.4 198.4 0 0.30400074 1701 31.12 76.0 3.2 248.0 520 0 0 1 1 0 0.4 66.4 198.4 198.4 0 0.33700075 1801 31.01 76.0 3.2 248.0 520 0 0 1 1 0 0.4 73.1 198.4 198.4 0 0.37000076 1901 30.91 76.0 3.2 248.0 520 0 0 1 1 0 0.4 79.9 198.4 198.4 0 0.40500077 2001 30.80 76.0 3.2 248.0 520 0 0 1 1 0 0.4 86.8 198.4 198.4 0 0.44000078 2101 30.69 76.0 3.2 248.0 520 0 0 1 1 0 0.4 93.8 198.4 198.4 0 0.47500079 2201 30.59 76.0 3.2 248.0 520 0 0 1 1 0 0.4 101.0 198.4 198.4 0 0.51100080 2301 30.48 76.0 3.2 248.0 520 0 0 1 1 0 0.4 108.2 198.4 198.4 0 0.54800081 2401 30.37 76.0 3.2 248.0 520 0 0 2 2 0 0.5 115.7 198.4 198.4 0 0.58500082 2501 30.26 76.0 3.2 248.0 520 0 0 2 2 0 0.5 123.2 198.4 198.4 0 0.62300083 2601 30.16 76.0 3.2 248.0 520 0 0 2 2 0 0.5 130.9 198.4 198.4 0 0.66200084 2701 30.05 76.0 3.2 248.0 520 0 0 2 2 0 0.5 138.6 198.4 198.4 0 0.70100085 2801 30.00 218.0 3.2 248.0 520 0 0 2 2 0 0.2 15.9 198.4 198.4 0 0.08100086 2901 29.62 363.6 4.5 248.0 520 8 0 11 11 1 1.5 24.3 198.4 198.4 0 0.13000087 3001 29.25 370.7 4.5 248.0 520 8 0 15 15 1 1.5 31.8 198.4 198.4 0 0.16800088 3101 28.87 377.8 4.5 248.0 520 8 0 19 19 1 1.5 39.1 198.4 198.4 0 0.20500089 3201 28.50 384.9 4.5 248.0 520 9 0 24 24 0 1.6 46.5 198.4 198.4 0 0.24200090 3301 28.12 392.1 4.5 248.0 520 9 0 29 29 1 1.6 54.1 198.4 198.4 0 0.28100091 3401 27.75 399.2 4.5 248.0 520 9 0 34 34 1 1.6 61.4 198.4 198.4 0 0.31700092 3501 27.37 406.3 4.5 248.0 520 9 0 39 39 1 1.6 68.5 198.4 198.4 0 0.35400093 3601 27.00 413.4 4.5 248.0 520 10 0 45 45 1 1.7 75.8 198.4 198.4 0 0.39000094 3701 26.62 420.6 4.5 248.0 520 10 0 51 51 1 1.7 82.7 198.4 198.4 0 0.42500095 3801 26.25 427.7 4.5 248.0 520 11 0 58 58 3 1.8 91.4 198.4 198.4 0 0.47000096 3901 25.87 434.8 4.5 248.0 520 11 0 65 65 3 1.8 99.2 198.4 198.4 0 0.50900097 4001 25.50 441.9 4.5 248.0 520 12 0 72 72 3 1.8 106.7 198.4 198.4 0 0.547

Page 1/4



00098 4101 25.12 449.1 4.5 248.0 520 13 0 81 81 1 2.0 115.2 198.4 198.4 0 0.59100099 4201 24.75 456.2 4.5 248.0 520 13 0 89 89 1 2.0 123.3 198.4 198.4 0 0.63100100 4301 24.37 463.3 4.5 248.0 520 13 0 98 98 1 2.0 131.1 198.4 198.4 0 0.67100101 4401 24.00 470.4 4.5 248.0 520 13 0 107 107 1 2.0 138.7 198.4 198.4 0 0.70900102 4501 23.50 478.8 6.0 248.0 520 14 1 119 119 1 1.5 112.9 198.4 198.4 0 0.57700103 4601 23.00 488.2 6.0 248.0 520 14 1 131 131 1 1.5 119.8 198.4 198.4 0 0.61200104 4701 22.50 497.8 6.0 248.0 520 15 1 144 144 1 1.5 126.5 198.4 198.4 0 0.64600105 4801 22.00 507.2 6.0 248.0 520 15 1 157 157 1 1.6 132.9 198.4 198.4 0 0.67800106 4901 21.50 516.8 6.0 248.0 520 16 2 171 171 1 1.6 139.0 198.4 198.4 0 0.70900107 5001 21.00 526.2 6.0 248.0 520 16 2 185 185 1 1.6 144.8 198.4 198.4 0 0.73800108 5101 20.50 535.8 6.0 248.0 520 18 2 200 200 1 1.7 150.7 198.4 198.4 0 0.76800109 5201 20.00 545.2 6.0 248.0 520 18 2 215 215 1 1.7 156.4 198.4 198.4 0 0.79700110 5301 19.50 554.8 6.0 248.0 520 19 2 230 230 1 1.8 161.8 198.4 198.4 0 0.82500111 5401 19.00 564.2 6.0 248.0 520 19 3 246 246 1 1.8 167.0 198.4 198.4 0 0.85100112 5501 18.50 573.8 6.0 248.0 520 20 3 262 262 1 1.8 172.1 198.4 198.4 0 0.87700113 5601 18.00 583.2 6.0 248.0 520 20 3 278 278 1 1.8 177.0 198.4 198.4 0 0.90200114 5701 17.40 593.7 8.0 248.0 520 21 3 299 299 1 1.4 138.8 198.4 198.4 0 0.70700115 5801 16.80 605.1 8.0 248.0 520 22 4 320 320 1 1.4 142.9 198.4 198.4 0 0.72800116 5901 16.20 616.5 8.0 248.0 520 23 4 341 341 1 1.5 146.9 198.4 198.4 0 0.74800117 6001 15.60 627.9 8.0 248.0 520 24 4 364 364 1 1.5 150.6 198.4 198.4 0 0.76700118 6101 15.00 639.3 8.0 248.0 520 25 5 386 386 1 1.5 154.3 198.4 198.4 0 0.78600119 6201 14.40 650.7 8.0 248.0 520 26 5 409 409 1 1.6 157.8 198.4 198.4 0 0.80300120 6301 13.80 662.1 8.0 248.0 520 27 5 433 433 1 1.6 161.2 198.4 198.4 0 0.82100121 6401 13.20 673.5 8.0 248.0 520 28 6 458 458 1 1.6 164.4 198.4 198.4 0 0.83700122 6501 12.60 684.9 8.0 248.0 520 29 6 483 483 1 1.7 167.5 198.4 198.4 0 0.85300123 6601 12.00 696.3 8.0 248.0 520 30 6 508 508 1 1.7 170.5 198.4 198.4 0 0.86800124 6701 11.25 709.1 8.0 248.0 520 32 7 541 541 1 1.7 174.9 198.4 198.4 0 0.89000125 6801 10.50 723.4 8.0 248.0 520 33 7 574 574 1 1.8 178.3 198.4 198.4 0 0.90800126 6901 9.75 737.6 8.0 248.0 520 34 7 608 608 1 1.8 181.6 198.4 198.4 0 0.92500127 7001 9.00 751.9 8.0 248.0 520 36 8 643 644 1 1.9 184.8 198.4 198.4 0 0.94100128 7101 8.25 766.1 8.0 248.0 520 37 8 679 679 1 1.9 187.8 198.4 198.4 0 0.95700129 7201 7.50 780.4 8.0 248.0 520 39 9 716 716 1 2.0 190.7 198.4 198.4 0 0.97100130 7301 6.75 794.6 8.0 248.0 520 40 9 754 754 1 2.0 193.5 198.4 198.4 0 0.98600131 7401 6.00 808.9 8.0 248.0 520 42 9 792 792 1 2.0 196.2 198.4 198.4 0 0.99900132 7501 5.14 824.1 9.5 248.0 520 44 10 837 837 1 1.8 169.0 198.4 198.4 0 0.86100133 7601 4.29 840.4 9.5 248.0 520 46 10 884 884 1 1.8 171.4 198.4 198.4 0 0.87300134 7701 3.43 856.7 9.5 248.0 520 48 11 931 931 1 1.9 173.6 198.4 198.4 0 0.88500135 7801 2.57 873.0 9.5 248.0 520 51 11 979 980 1 1.9 175.8 198.4 198.4 0 0.89600136 7901 1.71 889.3 9.5 248.0 520 53 12 1029 1029 1 2.0 177.9 198.4 198.4 0 0.90700137 8001 0.86 905.6 9.5 248.0 520 55 12 1080 1080 1 2.0 180.0 198.4 198.4 0 0.91700138 8101 0.00 921.9 9.5 248.0 520 58 12 1132 1132 1 2.1 181.9 198.4 198.4 0 0.92800139 00140 Mass Summary00141 Sect Size fy L (m) M (kg)00142 1 PG1.76X3 Y 248 0.11 0.6400143 2 PG2.76X3 Y 248 0.11 0.6400144 3 PG3.76X3 Y 248 0.11 0.6400145 4 PG4.76X3 Y 248 0.11 0.6400146 5 PG5.76X3 Y 248 0.11 0.6400147 6 PG6.76X3 Y 248 0.11 0.6400148 7 PG7.76X3 Y 248 0.11 0.6400149 8 PG8.76X3 Y 248 0.11 0.6400150 9 PG9.76X3 Y 248 0.11 0.6400151 10 PG10.76X3 Y 248 0.11 0.6400152 11 PG11.76X3 Y 248 0.11 0.6400153 12 PG12.76X3 Y 248 0.11 0.6400154 13 PG13.76X3 Y 248 0.11 0.6400155 14 PG14.76X3 Y 248 0.11 0.6400156 15 PG15.76X3 Y 248 0.11 0.6400157 16 PG16.76X3 Y 248 0.11 0.6400158 17 PG17.76X3 Y 248 0.11 0.6400159 18 PG18.76X3 Y 248 0.11 0.6400160 19 PG19.76X3 Y 248 0.11 0.6400161 20 PG20.76X3 Y 248 0.11 0.6400162 21 PG21.76X3 Y 248 0.11 0.6400163 22 PG22.76X3 Y 248 0.11 0.6400164 23 PG23.76X3 Y 248 0.11 0.6400165 24 PG24.76X3 Y 248 0.11 0.6400166 25 PG25.76X3 Y 248 0.11 0.6400167 26 PG26.76X3 Y 248 0.11 0.6400168 27 PG27.76X3 Y 248 0.11 0.6400169 28 PG28.76X3 Y 248 0.11 0.6400170 29 PG29.218X3 Y 248 0.05 0.8800171 30 PG30.364X5 Y 248 0.38 15.2900172 31 PG31.371X5 Y 248 0.38 15.6000173 32 PG32.378X5 Y 248 0.38 15.9000174 33 PG33.385X5 Y 248 0.38 16.2000175 34 PG34.392X5 Y 248 0.38 16.5100176 35 PG35.399X5 Y 248 0.38 16.8100177 36 PG36.406X5 Y 248 0.38 17.1100178 37 PG37.413X5 Y 248 0.38 17.4200179 38 PG38.421X5 Y 248 0.38 17.7200180 39 PG39.428X5 Y 248 0.38 18.0300181 40 PG40.435X5 Y 248 0.38 18.3300182 41 PG41.442X5 Y 248 0.38 18.6300183 42 PG42.449X5 Y 248 0.38 18.9400184 43 PG43.456X5 Y 248 0.38 19.2400185 44 PG44.463X5 Y 248 0.38 19.5400186 45 PG45.470X5 Y 248 0.38 19.8500187 46 PG46.479X6 Y 248 0.50 35.8000188 47 PG47.488X6 Y 248 0.50 36.5200189 48 PG48.498X6 Y 248 0.50 37.2400190 49 PG49.507X6 Y 248 0.50 37.9600191 50 PG50.517X6 Y 248 0.50 38.6800192 51 PG51.526X6 Y 248 0.50 39.3900193 52 PG52.536X6 Y 248 0.50 40.1100194 53 PG53.545X6 Y 248 0.50 40.83

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00195 54 PG54.555X6 Y 248 0.50 41.5500196 55 PG55.564X6 Y 248 0.50 42.2700197 56 PG56.574X6 Y 248 0.50 42.9900198 57 PG57.583X6 Y 248 0.50 43.7100199 58 PG58.594X8 Y 248 0.60 70.9600200 59 PG59.605X8 Y 248 0.60 72.3400201 60 PG60.617X8 Y 248 0.60 73.7200202 61 PG61.628X8 Y 248 0.60 75.1000203 62 PG62.639X8 Y 248 0.60 76.4900204 63 PG63.651X8 Y 248 0.60 77.8700205 64 PG64.662X8 Y 248 0.60 79.2500206 65 PG65.674X8 Y 248 0.60 80.6300207 66 PG66.685X8 Y 248 0.60 82.0100208 67 PG67.696X8 Y 248 0.60 83.3900209 68 PG68.709X8 Y 248 0.75 106.1800210 69 PG69.723X8 Y 248 0.75 108.3400211 70 PG70.738X8 Y 248 0.75 110.5000212 71 PG71.752X8 Y 248 0.75 112.6600213 72 PG72.766X8 Y 248 0.75 114.8100214 73 PG73.780X8 Y 248 0.75 116.9700215 74 PG74.795X8 Y 248 0.75 119.1300216 75 PG75.809X8 Y 248 0.75 121.2900217 76 PG76.824X10 Y 248 0.86 167.4300218 77 PG77.840X10 Y 248 0.86 170.7700219 78 PG78.857X10 Y 248 0.86 174.1200220 79 PG79.873X10 Y 248 0.86 177.4700221 80 PG80.889X10 Y 248 0.86 180.8200222 81 PG81.906X10 Y 248 0.86 184.1600223 82 PG82.922X10 Y 248 0.86 187.5100224 84 DUMMY Y 248 69.91 6.9000225 --------00226 3707.7700227 Mstower V6 Reactions (060619) 00228 00229 EBC EL PACIFICO - MONOPOLO DE 30M 00230 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH 00231 00232 00233 00234 -- L O A D C A S E S --00235 Case Y/N Title 00236 100 Y WEIGHT OF TOWER PLUS ANCILLARIES00237 200 Y WIND AT 0 TO X AXIS00238 220 Y WIND AT 45 TO X AXIS00239 240 Y WIND AT 90 TO X AXIS00240 260 Y WIND AT 135 TO X AXIS00241 280 Y WIND AT 180 TO X AXIS00242 300 Y WIND AT 225 TO X AXIS00243 320 Y WIND AT 270 TO X AXIS00244 340 Y WIND AT 315 TO X AXIS00245 500 Y MAX. TOWER WEIGHT00246 520 Y CARGA: WIND AT 0 TO X AXIS00247 540 Y CARGA: WIND AT 45 TO X AXIS00248 560 Y CARGA: WIND AT 90 TO X AXIS00249 580 Y CARGA: WIND AT 135 TO X AXIS00250 600 Y CARGA: WIND AT 180 TO X AXIS00251 620 Y CARGA: WIND AT 225 TO X AXIS00252 640 Y CARGA: WIND AT 270 TO X AXIS00253 660 Y CARGA: WIND AT 315 TO X AXIS00254 00255 Y = Cases to be checked00256 N = Not Used00257 00258 00259 Centroid of supports: 0.000 0.000 0.00000260 00261 SUPPORT REACTIONS (Applied to tower) 00262 Case Node FX FY FZ MX MY MZ 00263 100 8102 0.000 0.000 0.921 0.000 0.000 0.00000264 Resultant 0.000 0.000 0.921 0.000 0.000 0.000 at centroid00265 00266 200 8102 0.466 0.000 0.000 0.000 0.000 0.00000267 Resultant 0.466 0.000 0.000 0.000 0.000 0.000 at centroid00268 00269 220 8102 0.330 0.330 0.000 0.000 0.000 0.00000270 Resultant 0.330 0.330 0.000 0.000 0.000 0.000 at centroid00271 00272 240 8102 0.000 0.466 0.000 0.000 0.000 0.00000273 Resultant 0.000 0.466 0.000 0.000 0.000 0.000 at centroid00274 00275 260 8102 -0.330 0.330 0.000 0.000 0.000 0.00000276 Resultant -0.330 0.330 0.000 0.000 0.000 0.000 at centroid00277 00278 280 8102 -0.466 0.000 0.000 0.000 0.000 0.00000279 Resultant -0.466 0.000 0.000 0.000 0.000 0.000 at centroid00280 00281 300 8102 -0.330 -0.330 0.000 0.000 0.000 0.00000282 Resultant -0.330 -0.330 0.000 0.000 0.000 0.000 at centroid00283 00284 320 8102 0.000 -0.466 0.000 0.000 0.000 0.00000285 Resultant 0.000 -0.466 0.000 0.000 0.000 0.000 at centroid00286 00287 340 8102 0.330 -0.330 0.000 0.000 0.000 0.00000288 Resultant 0.330 -0.330 0.000 0.000 0.000 0.000 at centroid00289 00290 500 8102 0.000 0.000 68.488 2.892 0.821 0.00000291 Resultant 0.000 0.000 68.488 2.892 0.821 0.000 at centroid

Page 3/4



00292 00293 520 8102 61.197 -0.423 58.656 12.463 1132.085 -1.07900294 Resultant 61.197 -0.423 58.656 12.463 1132.085 -1.079 at centroid00295 00296 540 8102 43.826 39.991 58.660 -708.558 816.743 -1.26600297 Resultant 43.826 39.991 58.660 -708.558 816.743 -1.266 at centroid00298 00299 560 8102 -0.756 58.433 58.662 -1053.377 -18.052 -0.29700300 Resultant -0.756 58.433 58.662 -1053.377 -18.052 -0.297 at centroid00301 00302 580 8102 -43.315 40.855 58.660 -730.146 -801.100 0.90100303 Resultant -43.315 40.855 58.660 -730.146 -801.100 0.901 at centroid00304 00305 600 8102 -60.285 0.139 58.658 0.396 -1107.077 0.87000306 Resultant -60.285 0.139 58.658 0.396 -1107.077 0.870 at centroid00307 00308 620 8102 -43.381 -40.540 58.660 728.679 -803.966 0.96300309 Resultant -43.381 -40.540 58.660 728.679 -803.966 0.963 at centroid00310 00311 640 8102 0.689 -58.456 58.661 1059.013 16.729 0.78800312 Resultant 0.689 -58.456 58.661 1059.013 16.729 0.788 at centroid00313 00314 660 8102 44.214 -41.313 58.658 747.405 826.240 -0.92500315 Resultant 44.214 -41.313 58.658 747.405 826.240 -0.925 at centroid00316 00317 SUPPORT REACTIONS (Along Leg)00318 Case Memb Fx Fy Fz Mx My Mz00319 100 8101 -0.921 0.000 0.000 0.000 0.000 0.00000320 00321 200 8101 0.000 0.466 0.000 0.000 0.000 0.00000322 00323 220 8101 0.000 0.330 -0.330 0.000 0.000 0.00000324 00325 240 8101 0.000 0.000 -0.466 0.000 0.000 0.00000326 00327 260 8101 0.000 -0.330 -0.330 0.000 0.000 0.00000328 00329 280 8101 0.000 -0.466 0.000 0.000 0.000 0.00000330 00331 300 8101 0.000 -0.330 0.330 0.000 0.000 0.00000332 00333 320 8101 0.000 0.000 0.466 0.000 0.000 0.00000334 00335 340 8101 0.000 0.330 0.330 0.000 0.000 0.00000336 00337 500 8101 -68.488 0.000 0.000 0.000 2.892 -0.82100338 00339 520 8101 -58.656 61.197 0.423 1.079 12.463 -1132.08500340 00341 540 8101 -58.660 43.826 -39.991 1.266 -708.558 -816.74300342 00343 560 8101 -58.662 -0.756 -58.433 0.297 -1053.377 18.05200344 00345 580 8101 -58.660 -43.315 -40.855 -0.901 -730.146 801.10000346 00347 600 8101 -58.658 -60.285 -0.139 -0.870 0.396 1107.07700348 00349 620 8101 -58.660 -43.381 40.540 -0.963 728.679 803.96600350 00351 640 8101 -58.661 0.689 58.456 -0.788 1059.013 -16.72900352 00353 660 8101 -58.658 44.214 41.313 0.925 747.405 -826.24000354 00355 00356

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14.DEFORMACIONESDELAESTRUCTURAEXISTENTE PARA UNA VELOCIDADOPERACIONALDE90KMH.

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.p1

03/02/2013 21:05 D:/DESING TOWER/TECNOCOM/PACIFICO/MS TOWER/MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.p1

00001 00002 -- I N P U T / A N A L Y S I S R E P O R T --00003 00004 00005 Job: MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE00006 00007 Title: EBC EL PACIFICO - MONOPOLO DE 30M00008 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH00009 Type: Space frame00010 Date: 03-FEB-1300011 Time: 21:04:5300012 00013 Nodes ............................. 41500014 Members ........................... 41400015 Spring supports ................... 000016 Sections .......................... 8300017 Materials ......................... 100018 Primary load cases ................ 900019 Combination load cases ............ 900020 00021 Analysis: Non-linear elastic00022 Update node coordinates ........... Y00023 Small displacement theory ......... Y00024 Include axial force effects ....... Y00025 Include flexural shortening ....... N00026 Convergence criterion: Residual00027 Convergence tolerance ......... 5.000E-0400028 00029 NODE TABLE NOT PRINTED00030 00031 MEMBER TABLE NOT PRINTED00032 00033 SECTION PROPERTY TABLE NOT PRINTED00034 00035 MATERIAL TABLE NOT PRINTED00036 00037 00038 00039 -- N O D E D I S P L A C E M E N T S --00040 00041 CASE 520: CARGA: WIND AT 0 TO X AXIS00042 00043 Node X-Disp Y-Disp Z-Disp X-Rotn Y-Rotn Z-Rotn00044 m m m rad rad rad00045 1 -0.6741 0.0057 -0.0099 0.00074 -0.04748 0.0002700046 2 -0.6690 0.0058 -0.0098 0.00074 -0.04748 0.0002700047 3 -0.6741 0.0057 -0.0081 0.00074 -0.04748 0.0002700048 4 -0.6741 0.0057 -0.0099 0.00074 -0.04748 0.0002700049 5 -0.6741 0.0057 -0.0117 0.00074 -0.04748 0.0002700050 6 -0.6741 0.0057 -0.0100 0.00074 -0.04748 0.0002700051 102 -0.6640 0.0059 -0.0097 0.00074 -0.04748 0.0002700052 103 -0.6690 0.0058 -0.0080 0.00074 -0.04748 0.0002700053 104 -0.6691 0.0058 -0.0098 0.00074 -0.04748 0.0002700054 105 -0.6690 0.0058 -0.0116 0.00074 -0.04748 0.0002700055 106 -0.6690 0.0058 -0.0099 0.00074 -0.04748 0.0002700056 202 -0.6589 0.0060 -0.0096 0.00074 -0.04748 0.0002700057 203 -0.6640 0.0059 -0.0079 0.00074 -0.04748 0.0002700058 204 -0.6640 0.0059 -0.0097 0.00074 -0.04748 0.0002700059 205 -0.6640 0.0059 -0.0115 0.00074 -0.04748 0.0002700060 206 -0.6640 0.0059 -0.0097 0.00074 -0.04748 0.0002700061 302 -0.6538 0.0060 -0.0095 0.00074 -0.04747 0.0002700062 303 -0.6589 0.0060 -0.0078 0.00074 -0.04748 0.0002700063 304 -0.6589 0.0060 -0.0096 0.00074 -0.04748 0.0002700064 305 -0.6589 0.0059 -0.0114 0.00074 -0.04748 0.0002700065 306 -0.6589 0.0060 -0.0096 0.00074 -0.04748 0.0002700066 402 -0.6487 0.0061 -0.0093 0.00074 -0.04746 0.0002700067 403 -0.6538 0.0060 -0.0077 0.00074 -0.04747 0.0002700068 404 -0.6538 0.0060 -0.0094 0.00074 -0.04747 0.0002700069 405 -0.6538 0.0060 -0.0113 0.00074 -0.04747 0.0002700070 406 -0.6538 0.0060 -0.0095 0.00074 -0.04747 0.0002700071 502 -0.6436 0.0062 -0.0092 0.00074 -0.04744 0.0002700072 503 -0.6487 0.0061 -0.0075 0.00074 -0.04746 0.0002700073 504 -0.6487 0.0061 -0.0093 0.00074 -0.04746 0.0002700074 505 -0.6487 0.0061 -0.0111 0.00074 -0.04746 0.0002700075 506 -0.6487 0.0061 -0.0094 0.00074 -0.04746 0.0002700076 602 -0.6385 0.0063 -0.0091 0.00074 -0.04742 0.0002700077 603 -0.6436 0.0062 -0.0074 0.00074 -0.04744 0.0002700078 604 -0.6436 0.0062 -0.0092 0.00074 -0.04744 0.0002700079 605 -0.6436 0.0062 -0.0110 0.00074 -0.04744 0.0002700080 606 -0.6436 0.0062 -0.0092 0.00074 -0.04744 0.0002700081 702 -0.6335 0.0064 -0.0090 0.00074 -0.04740 0.0002700082 703 -0.6385 0.0063 -0.0073 0.00074 -0.04742 0.0002700083 704 -0.6386 0.0063 -0.0091 0.00074 -0.04742 0.0002700084 705 -0.6385 0.0063 -0.0109 0.00074 -0.04742 0.0002700085 706 -0.6385 0.0063 -0.0091 0.00074 -0.04742 0.0002700086 802 -0.6284 0.0064 -0.0089 0.00074 -0.04736 0.0002700087 803 -0.6335 0.0064 -0.0072 0.00074 -0.04740 0.0002700088 804 -0.6335 0.0064 -0.0090 0.00074 -0.04740 0.0002700089 805 -0.6335 0.0063 -0.0108 0.00074 -0.04740 0.0002700090 806 -0.6335 0.0064 -0.0090 0.00074 -0.04740 0.0002700091 902 -0.6233 0.0065 -0.0087 0.00074 -0.04731 0.0002700092 903 -0.6284 0.0064 -0.0071 0.00074 -0.04736 0.0002700093 904 -0.6284 0.0064 -0.0088 0.00074 -0.04736 0.0002700094 905 -0.6284 0.0064 -0.0107 0.00074 -0.04736 0.0002700095 906 -0.6284 0.0064 -0.0089 0.00074 -0.04736 0.0002700096 1002 -0.6183 0.0066 -0.0086 0.00074 -0.04726 0.0002700097 1003 -0.6233 0.0065 -0.0069 0.00074 -0.04731 0.00027

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00098 1004 -0.6233 0.0065 -0.0087 0.00074 -0.04731 0.0002700099 1005 -0.6233 0.0065 -0.0105 0.00074 -0.04731 0.0002700100 1006 -0.6233 0.0065 -0.0088 0.00074 -0.04731 0.0002700101 1102 -0.6132 0.0067 -0.0085 0.00074 -0.04719 0.0002700102 1103 -0.6183 0.0066 -0.0068 0.00074 -0.04726 0.0002700103 1104 -0.6183 0.0066 -0.0086 0.00074 -0.04726 0.0002700104 1105 -0.6183 0.0066 -0.0104 0.00074 -0.04726 0.0002700105 1106 -0.6183 0.0066 -0.0086 0.00074 -0.04726 0.0002700106 1202 -0.6082 0.0068 -0.0084 0.00074 -0.04712 0.0002700107 1203 -0.6132 0.0067 -0.0067 0.00074 -0.04719 0.0002700108 1204 -0.6132 0.0067 -0.0085 0.00074 -0.04719 0.0002700109 1205 -0.6132 0.0067 -0.0103 0.00074 -0.04719 0.0002700110 1206 -0.6132 0.0067 -0.0085 0.00074 -0.04719 0.0002700111 1302 -0.6031 0.0068 -0.0083 0.00074 -0.04702 0.0002700112 1303 -0.6082 0.0068 -0.0066 0.00074 -0.04712 0.0002700113 1304 -0.6082 0.0068 -0.0084 0.00074 -0.04712 0.0002700114 1305 -0.6082 0.0067 -0.0102 0.00074 -0.04712 0.0002700115 1306 -0.6081 0.0068 -0.0084 0.00074 -0.04712 0.0002700116 1402 -0.5981 0.0069 -0.0081 0.00068 -0.04652 0.0002700117 1403 -0.6031 0.0068 -0.0065 0.00074 -0.04702 0.0002700118 1404 -0.6031 0.0068 -0.0082 0.00074 -0.04702 0.0002700119 1405 -0.6031 0.0068 -0.0100 0.00074 -0.04702 0.0002700120 1406 -0.6031 0.0068 -0.0083 0.00074 -0.04702 0.0002700121 1502 -0.5932 0.0070 -0.0080 0.00062 -0.04597 0.0002800122 1503 -0.5981 0.0069 -0.0064 0.00068 -0.04652 0.0002700123 1504 -0.5981 0.0069 -0.0081 0.00068 -0.04652 0.0002700124 1505 -0.5981 0.0069 -0.0099 0.00068 -0.04652 0.0002700125 1506 -0.5981 0.0069 -0.0082 0.00068 -0.04652 0.0002700126 1602 -0.5883 0.0071 -0.0079 0.00055 -0.04538 0.0002800127 1603 -0.5932 0.0070 -0.0063 0.00062 -0.04597 0.0002800128 1604 -0.5932 0.0070 -0.0080 0.00062 -0.04597 0.0002800129 1605 -0.5932 0.0070 -0.0098 0.00062 -0.04597 0.0002800130 1606 -0.5931 0.0070 -0.0081 0.00062 -0.04597 0.0002800131 1702 -0.5834 0.0071 -0.0078 0.00048 -0.04473 0.0002900132 1703 -0.5883 0.0071 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00389 6805 -0.0689 0.0009 -0.0051 -0.00018 -0.01289 0.0000200390 6806 -0.0689 0.0009 -0.0003 -0.00018 -0.01289 0.0000200391 6902 -0.0510 0.0007 -0.0003 -0.00015 -0.01099 0.0000200392 6903 -0.0596 0.0008 0.0041 -0.00016 -0.01194 0.0000200393 6904 -0.0596 0.0008 -0.0004 -0.00016 -0.01194 0.0000200394 6905 -0.0596 0.0008 -0.0047 -0.00016 -0.01194 0.0000200395 6906 -0.0596 0.0008 -0.0003 -0.00016 -0.01194 0.0000200396 7002 -0.0431 0.0006 -0.0002 -0.00014 -0.01003 0.0000200397 7003 -0.0510 0.0007 0.0039 -0.00015 -0.01099 0.0000200398 7004 -0.0510 0.0007 -0.0003 -0.00015 -0.01099 0.0000200399 7005 -0.0510 0.0007 -0.0044 -0.00015 -0.01099 0.0000200400 7006 -0.0510 0.0007 -0.0002 -0.00015 -0.01099 0.0000200401 7102 -0.0359 0.0005 -0.0002 -0.00012 -0.00908 0.0000100402 7103 -0.0431 0.0006 0.0036 -0.00014 -0.01003 0.0000200403 7104 -0.0431 0.0006 -0.0003 -0.00014 -0.01003 0.0000200404 7105 -0.0431 0.0006 -0.0041 -0.00014 -0.01003 0.0000200405 7106 -0.0431 0.0006 -0.0002 -0.00014 -0.01003 0.0000200406 7202 -0.0294 0.0004 -0.0001 -0.00011 -0.00814 0.0000100407 7203 -0.0359 0.0005 0.0034 -0.00012 -0.00908 0.0000100408 7204 -0.0359 0.0005 -0.0002 -0.00012 -0.00908 0.0000100409 7205 -0.0359 0.0005 -0.0037 -0.00012 -0.00908 0.0000100410 7206 -0.0359 0.0005 -0.0001 -0.00012 -0.00908 0.0000100411 7302 -0.0237 0.0003 -0.0001 -0.00010 -0.00719 0.0000100412 7303 -0.0294 0.0004 0.0031 -0.00011 -0.00814 0.0000100413 7304 -0.0294 0.0004 -0.0002 -0.00011 -0.00814 0.0000100414 7305 -0.0294 0.0004 -0.0034 -0.00011 -0.00814 0.0000100415 7306 -0.0294 0.0004 -0.0001 -0.00011 -0.00814 0.0000100416 7402 -0.0186 0.0002 -0.0001 -0.00008 -0.00625 0.0000100417 7403 -0.0237 0.0003 0.0028 -0.00010 -0.00719 0.0000100418 7404 -0.0237 0.0003 -0.0002 -0.00010 -0.00719 0.0000100419 7405 -0.0237 0.0003

memoria de c+ülculo monopolo 30m - ebc pacifico - 120kmh

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