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1.ANALISIS ESTATICOANALISIS Y DISEO DE CHIMENEASPRE-DIMENSIONAMIENTODATOS:MATERIAL:CONCRETO ARMADOALTURA 60mH/D base8F'c245kg/cm2PENDIENTE DEL FUSTE 1/50Ec234.78t/cm2ESPESOR DEL FUSTE40cmESPACIAMIENTO MENSULA9mREVESTIMIENTO1.9t/m3

CONCRETO2.4t/m3DIAMETRO BASE8mDIAMETRO DE LA PUNTA5.60m1.1DIMENSIONAMIENTO UBICACIN: LIMAZONA3Z0.4TIPO DE SUELOS :S2S1.2Tp0.6Seg.FACTOR DE USO :U1.3FACTOR DE AMPLIFICACION SISMICA :Segn : PERIODO FUNDAMENTALACI-307-79C = 0.1/(T^0.667)T =ACI-307-88C = 0.13/(T^0.5)T =E.030C = 2.5(Tp/T)=0.125Segn tesis del Ing.CORTANTE BASALV = 0.316584 P1.2 FACTORES SISMICOS

SECCIONH(m)DIAMETRO EXTERIORDIAMETRO INTERIORVOLUMEN(m3)PESO(Ton)145.85.965.45.5614.2834.26245.966.125.565.7214.6835.23346.126.285.725.8815.0836.19446.286.445.886.0415.4837.16546.446.66.046.215.8838.12646.66.766.26.3616.2939.09746.766.926.366.5216.6940.05846.927.086.526.6817.0941.02947.087.246.686.8417.4941.981047.247.46.84717.8942.951147.47.5677.1618.3043.911247.567.727.167.3218.7044.881347.727.887.327.4819.1045.841447.888.047.487.6419.5046.811548.048.27.647.819.9147.77615.251.3.1 PESO DEL FUSTE1.3 PESO DE LA ESCTRUCTURA

SECCIONH(m)DIAMETRO EXTERIORDIAMETRO INTERIORVOLUMEN(m3)PESO(Ton)145.24765.40765.13335.29333.797.192245.40765.56765.29335.45333.907.410345.56765.72765.45335.61334.017.628445.72765.88765.61335.77334.137.847545.88766.04765.77335.93334.248.065646.04766.20765.93336.09334.368.283746.20766.36766.09336.25334.478.502846.36766.52766.25336.41334.598.720946.52766.68766.41336.57334.708.9381046.68766.84766.57336.73334.829.1571146.84767.00766.73336.89334.939.3751247.00767.16766.89337.05335.059.5931347.16767.32767.05337.21335.169.8121447.32767.48767.21337.37335.2810.0301547.48767.64767.37337.53335.3910.248130.7991.3.2 PESO DEL REVESTIMIENTO

SECCIONH(m)UBIC.DIAMETROVOLUMENPESO(Ton)142465.506651.2312.95344455.866651.3113.1554647446.226651.3913.34849436.586651.4723.5310411426.946651.5523.7312413417.306651.6333.9214415420.621.3.3 PESO DE LAS MENSULAS

SECCIONHDIAMETROAREA LATERALPESO145.85.9673.863.69245.966.1275.873.79346.126.2877.883.89446.286.4479.893.99546.446.681.904.09646.66.7683.904.20746.766.9285.914.30846.927.0887.924.40947.087.2489.934.501047.247.491.944.601147.47.5693.954.701247.567.7295.964.801347.727.8897.974.901447.888.0499.985.001548.048.2101.995.1065.941.3.4 SOBRECARGA (50kg/m2)

SECCIONH BasePESO FUSTEPESO REVESTIMIENTOPESO MENSULASOBRECARGAPESO TOTAL(Ton.)15634.267.1923.69345.1525235.237.4102.953.79349.3834836.197.6283.89447.7144437.167.8473.153.99452.1454038.128.0654.09550.2863639.098.2834.19551.5773240.058.5023.344.29656.1982841.028.7204.39654.1392441.988.9383.534.49758.95102042.959.1574.59756.70111643.919.3753.734.69861.71121244.889.5934.79859.2713845.849.8123.924.89964.4714446.8110.0304.99961.8415047.7710.2485.10063.12832.611.3.4 PESO DE TOTAL POR SECCION

CORTANTE BASAL :V0.316583817PV263.59Ton.PERIODO FUNDAMENTALT0.985521Seg.Si T>0.7Seg.Fa18.18Ton.1.4 DISTRIBUCION DE FUERZAS VERTICALES

ALTURA AL CENTRO DE LA SECCIONSECCIONP(Ton.)PHF(Ton)V(Ton.)15845.152618.4445.48445.48425449.382666.6627.80373.28735047.712385.6724.87398.16044652.142398.6025.008123.16954250.282111.8122.018145.18763851.571959.4720.430165.61673456.191910.4019.918185.53483054.131623.9916.932202.46692658.951532.6815.980218.446102256.701247.4113.006231.452111861.711110.7811.581243.033121459.27829.768.651251.684131064.47644.716.722258.40614661.84371.023.868262.27415263.12126.241.316263.590

1.5 MODELO SAP 2000

ALTURA AL CENTRO DE LA SECCIONSAP 2000SECCIONDESPLAZAMIENTOSDERIVAS0.75R1580.13580.0033750.0075942540.12230.0033750.0075943500.10880.003350.0075384460.09540.0032750.0073695420.08230.003150.0070886380.06970.0030.006757340.05770.0028250.0063568300.04640.00260.005859260.0360.0023250.00523110220.02670.0020250.00455611180.01860.00170.00382512140.01180.0013250.00298113100.00650.0009250.0020811460.00280.0005250.0011811520.00070.000350.0007881.5 RESULTADOS DISTORSIONES

ANALISIS ESTATICODEFLECCION ACI-307-98Ymax3.33HH(m)60y(mm)199.8maximo0.1998mSAP0.3204mMAL

1.6 VERIFICACION DE PESO DE LA ESTRUCTURA

2.ANALISIS DINAMICO2.1 ANALISIS MODAL SAP 2000

2.2 PARTICIPACION DE MASAS

UBICACIN: LIMAZONA3Z0.4TIPO DE SUELOS :S2S1.2Tp0.6Seg.FACTOR DE USO :U1.3R32.2 ANALISIS DINAMICO POR SUPERPOCISION MODAL ESPECTRAL2.2 ESPECTRO DE ACELERACION E.030ACELERACION ESPECTRALSa = 0.316584gTpTCSa0.602.55.100.052.55.100.12.55.100.152.55.100.22.55.100.252.55.100.32.55.100.352.55.100.42.55.100.452.55.100.52.55.10

2.3 MODELO SAP 2000

SAP 0.239625 m 2.4 CORTANTE DINAMICO EN LA BASE

V ESTATICO262.92tonV DINAMICO242.1tonVDINAMICO80%V ESTATICOVDINAMICO210.336tonok2.5 VERIFICACION DEL MODELO

10000000000000001.0938550000000000000001.0568790000000000000001.155010000000000000001.1137570000000000000001.142197000000000M0000001.2446050000000000000001.1990750000000000000001.305760000000000000001.2559540000000000000001.3669150000000000000001.3128330000000000000001.428070000000000000001.3697110000000000000001.398151148.83-37.070000000000000-37.0757.80-20.730000000000000-20.7334.82-14.090000000000000-14.0924.70-10.610000000000000-10.6119.09-8.480000000000000-8.4815.45-6.970000000000000-6.9712.75-5.780000000K000000-5.7810.65-4.870000000000000-4.878.97-4.100000000000000-4.107.52-3.420000000000000-3.426.21-2.790000000000000-2.794.96-2.170000000000000-2.173.79-1.610000000000000-1.612.61-1.000000000000000-1.001.00MODOS12345678910111213141510.0030.0110.0210.0350.0340.0560.0520.0640.0870.1130.0990.1310.2110.429120.0170.0460.0830.1390.1340.2150.1960.2390.320.3470.3420.4290.6291-0.37730.0430.1070.1880.3070.2880.4420.3810.4380.5360.5290.4420.4080.236-0.9230.0640.080.1930.3220.4960.4290.5870.4370.4090.3390.162-0.076-0.433-10.422-0.00750.1290.2960.460.630.4630.4760.2090.004-0.319-0.558-0.625-0.5040.746-0.1110.00160.1890.4050.5550.6060.290.015-0.265-0.508-0.654-0.3890.1841-0.3750.024070.2590.5080.5670.37-0.072-0.557-0.573-0.4650.0560.6190.675-0.7060.121-0.004080.3380.5820.448-0.074-0.462-0.718-0.2180.350.7930.173-10.366-0.0330090.4260.610.193-0.566-0.595-0.1690.5040.692-0.182-0.8440.663-0.1270.00700100.520.565-0.171-0.827-0.2340.6980.509-0.419-0.8191-0.3340.037-0.00100110.620.432-0.548-0.6190.4240.762-0.435-0.7381-0.6230.119-0.008000120.7220.197-0.7850.1010.744-0.429-0.6231-0.5350.215-0.0280.001000130.823-0.151-0.6540.9250.006-11-0.640.197-0.0580.0050000140.921-0.578-0.0360.89-10.981-0.4920.201-0.0420.009-0.0010000151-11-10.529-0.3080.107-0.0320.005-0.001000002.6 VECTOR FORMA DE MODO NORMALIZADOMODOSWitiFPMiCiSai17.6050.8261931.524051.815556370.0829217.5760.3574870.8539712.5509.6327.5390.2281560.5434332.5509.6437.1960.1689210.3421692.5509.6545.9880.1366270.3506612.5509.6655.370.1134770.2598752.5509.6764.0160.098150.2751772.5509.6872.8470.0862520.2258752.5509.6983.2260.0754960.2337492.5509.61092.5510.0678890.223842.5509.611104.1510.0603280.2116422.5509.612119.6580.052510.2332162.5509.613141.7120.0443380.2895682.5509.614180.5980.0347910.34852.5509.615291.7830.0215340.6005072.5509.62.7 FACTOR DE PARTICIPACION MODAL Y ACELERACION ESPECTRAL1ER MODO2DO MODO3ER MODO4TO MODO5TO MODO6TO MODO7MO MODO8VO MODO9NO MODO10MO MODO11VO MODO12VO MODO13VO MOD14VO MODO15VO MODONIVELX1X2X3X4X5X6X7X8X9X10X11X12X13X14X1510.0658270.0348660.01725360.0099250.0064640.0054430.0040040.0031230.0033660.0033860.0022150.0024470.0034880.0052560.00808720.3730190.1458050.06819290.0394160.0254750.0208960.0150910.0116640.0123820.0103970.0076510.0080120.0103990.012251-0.0030530.9435190.3391550.15446110.0870560.0547520.0429580.0293340.0213760.020740.0158510.0098880.007620.003902-0.011310.00048541.7553850.6117480.26455580.1406510.0815580.0570510.0336460.0199610.0131170.004854-0.0017-0.00809-0.016530.00517-5.7E-0552.8305580.9382240.37793680.1786490.0880220.0462630.0160910.000195-0.01234-0.01672-0.01398-0.009410.012334-0.001368.09E-0664.1470971.2837190.4559890.1718430.0551330.001458-0.0204-0.02479-0.02531-0.011660.0041160.018676-0.00620.000294075.6830591.6101960.46584820.104921-0.01369-0.05414-0.04412-0.022690.0021670.0185470.0151-0.013190.002-4.9E-05087.4165011.8447520.3680776-0.02098-0.08783-0.06978-0.016780.0170810.0306840.005184-0.022370.006835-0.000550099.3474251.9335030.1585691-0.1605-0.11312-0.016430.0388040.033773-0.00704-0.025290.014832-0.002370.000116001011.411.790867-0.140494-0.23451-0.044490.0678390.039189-0.02045-0.031690.029963-0.007470.000691-1.7E-05001113.604231.3693-0.450238-0.175530.0806080.07406-0.03349-0.036020.038694-0.018670.002662-0.000150001215.842350.624426-0.6449570.0286410.141444-0.0417-0.047970.048804-0.02070.006442-0.000631.87E-050001318.05852-0.47862-0.5373280.2623020.001141-0.097190.076992-0.031230.007623-0.001740.00011200001420.20887-1.83207-0.0295780.252377-0.190110.095345-0.037880.00981-0.001630.00027-2.2E-0500001521.94231-3.169680.8216017-0.283570.10057-0.029930.008238-0.001560.000193-3E-05000002.8 DESPLAZAMIENTOS EN FORMAS DE MODOS2.9 DESPLAZAMIENTOS EN FORMAS DE MODOSXdiseoXX adm.0.080.081.4OK0.410.332.8OK1.020.612.8OK1.890.862.8OK3.011.132.8OK4.371.362.8OK5.931.562.8OK7.651.732.8OK9.551.902.8OK11.552.002.8OK13.682.132.8OK15.872.192.8OK18.082.212.8OK20.292.222.8OK22.191.892.8OK

SAP 23.96 2.10 CORTANTE DINAMICO1ER MODO2DO MODO3ER MODO4TO MODO5TO MODO6TO MODO7MO MODO8VO MODO9NO MODO10MO MODO11VO MODO12VO MODO13VO MOD14VO MODO15VO MODONIVELV'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'V'F'117850.046169.182848.30191665.0061085.453916.7135666.3342522.5302569.0715503.7162369.9912407.6972580.9477881.54641351.442217839.156138.3792810.88281625.7381046.36868.9957619.4156475.1302502.391420.7798301.2897307.5223380.6105391.3283-617.565317778.716012.1952665.99631472.96895.423689.5197446.1657301.7216262.1183171.279368.78476-13.8585-204.456-728.128109.6516417619.325706.1742323.83721121.154557.1987304.829895.04012-29.6136-157.486-225.289-244.507-332.53-433.325349.1541-11.017517346.715198.7341785.0889598.62994.04039-164.833-275.196-314.044-401.455-336.934-194.985-21.6229458.2027-103.6391.925019616889.024388.424983.74286-92.4027-426.417-561.373-459.56-316.941-162.42263.46136229.0472355.1727-234.27520.366840716272.883369.72295.386156-703.151-725.943-572.855-244.77321.03176287.8521319.9311114.3459-331.74985.56325-4.268760815395.052041.273-848.1685-1090.84-648.629-129.596238.0699342.6644247.7675-104.363-323.12172.4494-21.730400914343.08643.6577-1532.782-1019.64-193.063395.1021406.7604120.3547-273.481-213.257272.026-67.57825.140712001012966.87-876.818-1838.914-454.355415.9282523.2931.951763-335.873-149.308338.1682-137.53818.87257-0.77565001111425.21-2169.25-1589.995303.6327635.724137.40611-373.234-82.3605363.4946-261.42151.81137-4.24149000129632.844-3132.84-812.1525856.8517247.3778-479.825-60.5775353.0418-247.048102.8223-13.97180.631712000137468.298-3588.53343.36391763.2415-459.3-177.842403.7899-258.78791.69082-27.53552.0799210000145210.585-3268.921224.2577-21.2401-464.515466.2737-278.25599.51518-22.44374.642968-0.542920000152595.636-2002.711274.4437-802.446435.0292-187.71169.05126-16.95092.740914-0.5249400000SRRSABSV(Ton)193.42363.88236.037192.41343.46230.171190.73318.21222.596187.25295.10214.214182.27272.96204.943175.08251.83194.270166.70231.49182.900156.17216.04171.140144.95194.86157.426131.61180.59143.854117.74172.98131.546102.22159.40116.51683.57135.8496.63763.13110.6175.00236.3973.8745.7642.11 CORTANTE EN LA BASE