PRIMER NIVELH500columnaxKxX*KxyKyY*KyIx266666.666666667Iy416666.666666667A108694.8260477137005564.68867053670A208694.8260477137045564.688670536722258.754682147E217370.651192842A308694.8260477137085564.688670536744517.509364294A408694.82604771370125564.688670536766776.2640464409Kx8694.8260477137A508694.82604771370165564.688670536789035.0187285879B158694.826047713743474.130238568305564.68867053670KY5564.6886705367B258694.826047713743474.130238568345564.688670536722258.754682147B358694.826047713743474.130238568385564.688670536744517.509364294B458694.826047713743474.1302385683125564.688670536766776.2640464409B558694.826047713743474.1302385683165564.688670536789035.0187285879C1108694.826047713786948.260477136605564.68867053670C2108694.826047713786948.260477136645564.688670536722258.754682147C3108694.826047713786948.260477136685564.688670536744517.509364294C4108694.826047713786948.2604771366125564.688670536766776.2640464409C5108694.826047713786948.2604771366165564.688670536789035.0187285879130422.390715705652111.95357852512083470.3300580512667762.640464409Xc.r5Yc.r8

SEGUNDO NIVELH900.00columnaxKxX*KxyKyY*KyIx266666.67Iy416666.67A10.001490.880.000.00954.160.00A20.001490.880.004.00954.163816.66E217370.65A30.001490.880.008.00954.167633.32A40.001490.880.0012.00954.1611449.98Kx1490.88A50.001490.880.0016.00954.1615266.64B15.001490.887454.410.00954.160.00KY954.16B25.001490.887454.414.00954.163816.66B35.001490.887454.418.00954.167633.32B45.001490.887454.4112.00954.1611449.98B55.001490.887454.4116.00954.1615266.64C110.001490.8814908.820.00954.160.00C210.001490.8814908.824.00954.163816.66C310.001490.8814908.828.00954.167633.32C410.001490.8814908.8212.00954.1611449.98C510.001490.8814908.8216.00954.1615266.64

22363.24111816.1814312.47114499.77

Xc.r5Yc.r8

TERCER NIVELH1300columnaxKxX*KxyKyY*KyIx266666.666666667Iy416666.666666667A10494.698796524400316.60722977560A20494.698796524404316.60722977561266.4289191026E217370.651192842A30494.698796524408316.60722977562532.8578382052A40494.6987965244012316.60722977563799.2867573077Kx494.6987965244A50494.6987965244016316.60722977565065.7156764103B15494.69879652442473.49398262220316.60722977560KY316.6072297756B25494.69879652442473.49398262224316.60722977561266.4289191026B35494.69879652442473.49398262228316.60722977562532.8578382052B45494.69879652442473.493982622212316.60722977563799.2867573077B55494.69879652442473.493982622216316.60722977565065.7156764103C110494.69879652444946.98796524450316.60722977560C210494.69879652444946.98796524454316.60722977561266.4289191026C310494.69879652444946.98796524458316.60722977562532.8578382052C410494.69879652444946.987965244512316.60722977563799.2867573077C510494.69879652444946.987965244516316.60722977565065.7156764103

7420.481947866737102.40973933341204749.108446634737992.8675730774

Xc.r5Yc.r8

CUARTO NIVELH1700columnaxKxX*KxyKyY*KyIx266666.666666667Iy416666.666666667A10221.219877053600141.58072131430A20221.219877053604141.5807213143566.3228852571E217370.651192842A30221.219877053608141.58072131431132.6457705143A40221.2198770536012141.58072131431698.9686557714Kx221.2198770536A50221.2198770536016141.58072131432265.2915410286B15221.21987705361106.09938526790141.58072131430KY141.5807213143B25221.21987705361106.09938526794141.5807213143566.3228852571B35221.21987705361106.09938526798141.58072131431132.6457705143B45221.21987705361106.099385267912141.58072131431698.9686557714B55221.21987705361106.099385267916141.58072131432265.2915410286C110221.21987705362212.19877053570141.58072131430C210221.21987705362212.19877053574141.5807213143566.3228852571C310221.21987705362212.19877053578141.58072131431132.6457705143C410221.21987705362212.198770535712141.58072131431698.9686557714C510221.21987705362212.198770535716141.58072131432265.2915410286

3318.298155803616591.4907790181202123.710819714316989.6865577145

Xc.r5Yc.r8

QUINTO NIVELH2100columnaxKxX*KxyKyY*KyIx266666.666666667Iy416666.666666667A10117.35808832350075.10917652710A20117.35808832350475.1091765271300.4367061082E217370.651192842A30117.35808832350875.1091765271600.8734122165A40117.358088323501275.1091765271901.3101183247Kx117.3580883235A50117.358088323501675.10917652711201.7468244329B15117.3580883235586.7904416176075.10917652710KY75.1091765271B25117.3580883235586.7904416176475.1091765271300.4367061082B35117.3580883235586.7904416176875.1091765271600.8734122165B45117.3580883235586.79044161761275.1091765271901.3101183247B55117.3580883235586.79044161761675.10917652711201.7468244329C110117.35808832351173.5808832353075.10917652710C210117.35808832351173.5808832353475.1091765271300.4367061082C310117.35808832351173.5808832353875.1091765271600.8734122165C410117.35808832351173.58088323531275.1091765271901.3101183247C510117.35808832351173.58088323531675.10917652711201.7468244329

1760.37132485298801.85662426471201126.63764790599013.1011832471

Xc.r5Yc.r8

TRA 1

CENTRO DEMASACENTRO DE REGIDEZCOLUMNAALTURA AL EJE A EJECOLUMNAXiPiPi x XiYiPi x YiB (m)H (m)H 1 PISO2 a 7PISOPRIMER NIVELA10.0034.100.006.50221.640.80.84.23A20.0034.100.0012.00409.19COLUMNAxKxX*KxyKyY*KyA30.0034.100.0018.00613.79PESO ESPECIFICO2.4TN/M2A10.00120174.680.006.50120174.68781135.44COLUMNAF'C(kg/cm2)B14.0034.10136.400.000.00A20.00120174.680.0012.00120174.681442096.19B (cm)H (cm)210B24.0034.10136.406.50221.64A30.00120174.680.0018.00120174.682163144.288080B34.0034.10136.4012.00409.19Pi DE PRIMER NIVELPi DE 2a 7 NIVELB14.00120174.68480698.730.00120174.680.00B44.0034.10136.4018.00613.796.454.61B24.00120174.68480698.736.50120174.68781135.44C18.5034.10289.840.000.00Pi34.10B34.00120174.68480698.7312.00120174.681442096.19C28.5034.10289.846.50221.64B44.00120174.68480698.7318.00120174.682163144.28C38.5034.10289.8412.00409.19C18.50120174.681021484.800.00120174.680.00C48.5034.10289.8418.00613.79C28.50120174.681021484.806.50120174.68781135.44H420.00D113.5034.10460.340.000.00C38.50120174.681021484.8012.00120174.681442096.19Ix3413333.33D213.5034.10460.346.50221.64C48.50120174.681021484.8018.00120174.682163144.28Iy3413333.33D313.5034.10460.3412.00409.19D113.50120174.681622358.210.00120174.680.00E217370.65D413.5034.10460.3418.00613.79D213.50120174.681622358.216.50120174.68781135.44Kx120174.68D313.50120174.681622358.2112.00120174.681442096.19KY120174.68511.493546.324978.48D413.50120174.681622358.2118.00120174.682163144.28Xc.r6.93Yc.r9.731802620.2412498166.971802620.2417545503.64

Xc.r6.93Yc.r9.73

TRA 2|SEGUNDO NIVELCENTRO DEMASACOLUMNAxKxX*KxyKyY*KyCOLUMNAF'C(kg/cm2)COLUMNAXiPiPi x XiYiPi x YiCOLUMNAALTURA AL EJE A EJEA10.0023854.120.006.5023854.12155051.77B (cm)H (cm)210A10.0027.650.006.50179.71B (cm)H (cm)H 1 PISO2 a 7PISOA20.0023854.120.0012.0023854.12286249.428080A20.0027.650.0012.00331.780.80.84.23A30.0023854.120.0018.0023854.12429374.13A30.0027.650.0018.00497.66B14.0023854.1295416.470.0023854.120.00 B14.0027.65110.590.000.00PESO ESPECIFICO2.4TN/M2B24.0023854.1295416.476.5023854.12155051.77B24.0027.65110.596.50179.71B34.0023854.1295416.4712.0023854.12286249.42B34.0027.65110.5912.00331.78B44.0023854.1295416.4718.0023854.12429374.13B44.0027.65110.5918.00497.66Pi DE PRIMER NIVELPi DE 2a 7 NIVELC18.5023854.12202760.000.0023854.120.00H720.00C18.5027.65235.010.000.006.454.61C28.5023854.12202760.006.5023854.12155051.77Ix3413333.33C28.5027.65235.016.50179.71Pi27.65C38.5023854.12202760.0012.0023854.12286249.42Iy3413333.33C38.5027.65235.0112.00331.78C48.5023854.12202760.0018.0023854.12429374.13E217370.65C48.5027.65235.0118.00497.66D113.5023854.12322030.590.0023854.120.00Kx23854.12D113.5027.65373.250.000.00D213.5023854.12322030.596.5023854.12155051.77KY23854.12D213.5027.65373.256.50179.71D313.5023854.12322030.5912.0023854.12286249.42D313.5027.65373.2512.00331.78D413.5023854.12322030.5918.0023854.12429374.13D413.5027.65373.2518.00497.66414.722875.394036.61357811.772480828.28357811.773482701.24

Xcm6.93Ycm9.73Xc.r6.93Yc.r9.73

TRA 3

CENTRO DE REGIDEZ CENTRO DEMASATERCER NIVELCOLUMNAxKxX*KxyKyY*KyCOLUMNAF'C(kg/cm2)A10.008389.970.006.508389.9754534.80B (cm)H (cm)210COLUMNAXiPiPi x XiYiPi x YiCOLUMNAALTURA AL EJE A EJEA20.008389.970.0012.008389.97100679.628080A10.0023.040.006.50149.76B (m)H (m)H 1 PISO2 a 7PISOA30.008389.970.0018.008389.97151019.44A20.0023.040.0012.00276.480.80.84.23B14.008389.9733559.870.008389.970.00A30.0023.040.0018.00414.72B24.008389.9733559.876.508389.9754534.80B14.0023.0492.160.000.00PESO ESPECIFICO2.4TN/M2B34.008389.9733559.8712.008389.97100679.62B24.0023.0492.166.50149.76B44.008389.9733559.8718.008389.97151019.44B34.0023.0492.1612.00276.48C18.508389.9771314.730.008389.970.00H1020.000B44.0023.0492.1618.00414.72Pi DE PRIMER NIVELPi DE 2a 7 NIVELC28.508389.9771314.736.508389.9754534.80Ix3413333.33C18.5023.04195.840.000.006.454.61C38.508389.9771314.7312.008389.97100679.62Iy3413333.33C28.5023.04195.846.50149.76Pi23.04C48.508389.9771314.7318.008389.97151019.44E217370.65C38.5023.04195.8412.00276.48D113.508389.97113264.580.008389.970.00Kx8389.97C48.5023.04195.8418.00414.72D213.508389.97113264.586.508389.9754534.80KY8389.97D113.5023.04311.040.000.00D313.508389.97113264.5812.008389.97100679.62D213.5023.04311.046.50149.76D413.508389.97113264.5818.008389.97151019.44D313.5023.04311.0412.00276.48D413.5023.04311.0418.00414.72125849.53872556.74146.00125849.531224935.43345.602396.163363.84

Xcm6.93Ycm9.73Xc.r6.93Yc.r9.73

TRA 4

CENTRO DE REGIDEZ CUERTO NIVELCENTRO DE MASACOLUMNAxKxX*KxyKyY*KyCOLUMNAF'C(kg/cm2)A10.003871.140.006.503871.1425162.42B (cm)H (cm)210COLUMNAXiPiPi x XiYiPi x YiCOLUMNAALTURA AL EJE A EJEA20.003871.140.0012.003871.1446453.708080A10.0018.430.006.50119.81B (m)H (m)H 1 PISO2 a 7PISOA30.003871.140.0018.003871.1469680.55A20.0018.430.0012.00221.180.80.84.23B14.003871.1415484.570.003871.140.00A30.0018.430.0018.00331.78B24.003871.1415484.576.503871.1425162.42B14.0018.4373.730.000.00PESO ESPECIFICO2.4TN/M2B34.003871.1415484.5712.003871.1446453.70B24.0018.4373.736.50119.81B44.003871.1415484.5718.003871.1469680.55B34.0018.4373.7312.00221.18C18.503871.1432904.700.003871.140.00H1320.00B44.0018.4373.7318.00331.78Pi DE PRIMER NIVELPi DE 2a 7 NIVELC28.503871.1432904.706.503871.1425162.42Ix3413333.33C18.5018.43156.670.000.006.454.61C38.503871.1432904.7012.003871.1446453.70Iy3413333.33C28.5018.43156.676.50119.81Pi18.43C48.503871.1432904.7018.003871.1469680.55E217370.65C38.5018.43156.6712.00221.18D113.503871.1452260.410.003871.140.00Kx3871.14C48.5018.43156.6718.00331.78D213.503871.1452260.416.503871.1425162.42KY3871.14D113.5018.43248.830.000.00D313.503871.1452260.4112.003871.1446453.70D213.5018.43248.836.50119.81D413.503871.1452260.4118.003871.1469680.55D313.5018.43248.8312.00221.18D413.5018.43248.8318.00331.7858067.12402598.7358067.12565186.68276.481916.932691.07

Xc.r6.93Yc.r9.73Xcm6.93Ycm9.73

TRA 5

CENTRO DE REGIDEZQUINTO NIVELCENTRO DEMASACOLUMNAxKxX*KxyKyY*KyCOLUMNAXiPiPi x XiYiPi x YiCOLUMNAALTURA AL EJE A EJEA10.002094.190.006.502094.1913612.23COLUMNAF'C(kg/cm2)A10.0013.820.006.5089.86B (m)H (m)H 1 PISO2 a 7PISOA20.002094.190.0012.002094.1925130.26B (cm)H (cm)210A20.0013.820.0012.00165.890.80.84.23A30.002094.190.0018.002094.1937695.408080A30.0013.820.0018.00248.83B14.002094.198376.750.002094.190.00B14.0013.8255.300.000.00PESO ESPECIFICO2.4TN/M2B24.002094.198376.756.502094.1913612.23B24.0013.8255.306.5089.86B34.002094.198376.7512.002094.1925130.26B34.0013.8255.3012.00165.89B44.002094.198376.7518.002094.1937695.40B44.0013.8255.3018.00248.83Pi DE PRIMER NIVELPi DE 2a 7 NIVELC18.502094.1917800.600.002094.190.00H1620.00C18.5013.82117.500.000.006.454.61C28.502094.1917800.606.502094.1913612.23Ix3413333.33C28.5013.82117.506.5089.86Pi13.82C38.502094.1917800.6012.002094.1925130.26Iy3413333.33C38.5013.82117.5012.00165.89C48.502094.1917800.6018.002094.1937695.40E217370.65C48.5013.82117.5018.00248.83D113.502094.1928271.550.002094.190.00Kx2094.19D113.5013.82186.620.000.00D213.502094.1928271.556.502094.1913612.23KY2094.19D213.5013.82186.626.5089.86D313.502094.1928271.5512.002094.1925130.26D313.5013.82186.6212.00165.89D413.502094.1928271.5518.002094.1937695.40D413.5013.82186.6218.00248.8331412.83217795.6231412.83305751.55207.361437.702018.30

Xcm6.93Ycm9.73Xc.r6.93Yc.r9.73

TRA 6

CENTRO DE REGIDEZCENTRO DE MASA QUINTO NIVELCOLUMNAxKxX*KxyKyY*KyCOLUMNAXiPiPi x XiYiPi x YiCOLUMNAALTURA AL EJE A EJEA10.001257.930.006.501257.938176.56A10.009.220.006.5059.90B (m)H (m)H 1 PISO2 a 7PISOA20.001257.930.0012.001257.9315095.18COLUMNAF'C(kg/cm2)A20.009.220.0012.00110.590.80.84.23A30.001257.930.0018.001257.9322642.78B (cm)H (cm)210A30.009.220.0018.00165.89B14.001257.935031.730.001257.930.008080B14.009.2236.860.000.00PESO ESPECIFICO2.4TN/M2B24.001257.935031.736.501257.938176.56B24.009.2236.866.5059.90B34.001257.935031.7312.001257.9315095.18B34.009.2236.8612.00110.59B44.001257.935031.7318.001257.9322642.78B44.009.2236.8618.00165.89Pi DE PRIMER NIVELPi DE2a 7 NIVELC18.501257.9310692.420.001257.930.00C18.509.2278.340.000.006.454.61C28.501257.9310692.426.501257.938176.56H1920.00C28.509.2278.346.5059.90Pi9.22C38.501257.9310692.4212.001257.9315095.18Ix3413333.33C38.509.2278.3412.00110.59C48.501257.9310692.4218.001257.9322642.78Iy3413333.33C48.509.2278.3418.00165.89D113.501257.9316982.080.001257.930.00E217370.65D113.509.22124.420.000.00D213.501257.9316982.086.501257.938176.56Kx1257.93D213.509.22124.426.5059.90D313.501257.9316982.0812.001257.9315095.18KY1257.93D313.509.22124.4212.00110.59D413.501257.9316982.0818.001257.9322642.78D413.509.22124.4218.00165.89138.24958.461345.5418868.98130824.9318868.98183658.07Xcm6.93Ycm9.73Xc.r6.93Yc.r9.73

PRE 7

CENTRO DE REGIDEZCENTRO DE MASASEPTIMO NIVEL

COLUMNAxKxX*KxyKyY*KyCOLUMNAXiPiPi x XiYiPi x YiCOLUMNAALTURA AL EJE A EJEA10.00813.770.006.50813.775289.51COLUMNAF'C(kg/cm2)A10.004.610.006.5029.95B (m)H (m)H 1 PISO2 a 7PISOA20.00813.770.0012.00813.779765.25B (cm)H (cm)210A20.004.610.0012.0055.300.80.84.23A30.00813.770.0018.00813.7714647.878080A30.004.610.0018.0082.94B14.00813.773255.080.00813.770.00B14.004.6118.430.000.00PESO ESPECIFICO2.4TN/M2B24.00813.773255.086.50813.775289.51B24.004.6118.436.5029.95B34.00813.773255.0812.00813.779765.25B34.004.6118.4312.0055.30B44.00813.773255.0818.00813.7714647.87B44.004.6118.4318.0082.94Pi DE PRIMER NIVELPi DE 2a 7 NIVELC18.50813.776917.050.00813.770.00H2220.00C18.504.6139.170.000.006.454.61C28.50813.776917.056.50813.775289.51Ix3413333.33C28.504.6139.176.5029.95Pi4.61C38.50813.776917.0512.00813.779765.25Iy3413333.33C38.504.6139.1712.0055.30C48.50813.776917.0518.00813.7714647.87E217370.65C48.504.6139.1718.0082.94D113.50813.7710985.900.00813.770.00Kx813.77D113.504.6162.210.000.00D213.50813.7710985.906.50813.775289.51KY813.77D213.504.6162.216.5029.95D313.50813.7710985.9012.00813.779765.25D313.504.6162.2112.0055.30D413.50813.7710985.9018.00813.7714647.87D413.504.6162.2118.0082.9469.12479.23672.7712206.5684632.1312206.56118810.49Xcm6.93Ycm9.73Xc.r6.93Yc.r9.73

CALCULO DE LA EXCENTRICIDADCALCULO DE LA EXCENTRICIDADEXCENTRICIDAD LOCAL DEL PRIMER NIVELNO HAY GIROEXCENTRICIDAD LOCAL DEL SEGUNDO NIVELNO HAY GIRO

Ex =Xcm - Xcr6.936.93=0.00en X Ex =Xcm - Xcr6.936.93=0.00en X Ey =Ycm - Ycr9.739.73=0.00en YEy =Ycm - Ycr9.739.73=0.00en Y

EXCENTRICIDAD ACCIDENTAL DEL PRIMER NIVELEXCENTRICIDAD ACCIDENTAL DEL SEGUNDO NIVEL

UTILIZAMOS EL 5% POR LA NORMA E-030UTILIZAMOS EL 5% POR LA NORMA E-030

Ex =14.30.050.715men XEx =14.30.050.715men XEy =18.30.050.915men YEy =18.30.050.915men Y

CALCULO DE LA EXCENTRICIDADCALCULO DE LA EXCENTRICIDADEXCENTRICIDAD LOCAL DEL TERCER NIVELNO HAY GIROEXCENTRICIDAD LOCAL DEL CUARTO NIVELNO HAY GIRO

Ex =Xcm - Xcr6.936.93=0.00en X Ex =Xcm - Xcr6.936.93=0.00en X Ey =Ycm - Ycr9.739.73=0.00en YEy =Ycm - Ycr9.739.73=0.00en Y

EXCENTRICIDAD ACCIDENTAL DEL TERCER NIVELEXCENTRICIDAD ACCIDENTAL DEL CUARTO NIVEL

UTILIZAMOS EL 5% POR LA NORMA E-030UTILIZAMOS EL 5% POR LA NORMA E-030

Ex =14.30.050.715men XEx =14.30.050.715men XEy =18.30.050.915men YEy =18.30.050.915men Y

CALCULO DE LA EXCENTRICIDADCALCULO DE LA EXCENTRICIDADEXCENTRICIDAD LOCAL DEL QUINTO NIVELNO HAY GIROEXCENTRICIDAD LOCAL DEL SEXTO NIVELNO HAY GIRO

Ex =Xcm - Xcr6.936.93=0.00en X Ex =Xcm - Xcr6.936.93=0.00en X Ey =Ycm - Ycr9.739.73=0.00en YEy =Ycm - Ycr9.739.73=0.00en Y

EXCENTRICIDAD ACCIDENTAL DEL QUINTO NIVELEXCENTRICIDAD ACCIDENTAL DEL SEXTO NIVEL

UTILIZAMOS EL 5% POR LA NORMA E-030UTILIZAMOS EL 5% POR LA NORMA E-030

Ex =14.30.050.715men XEx =14.30.050.715men XEy =18.30.050.915men YEy =18.30.050.915men Y

CALCULO DE LA EXCENTRICIDADEXCENTRICIDAD LOCAL DEL SEPTIMO NIVELNO HAY GIRO

Ex =Xcm - Xcr6.936.93=0.00en X Ey =Ycm - Ycr9.739.73=0.00en Y

EXCENTRICIDAD ACCIDENTAL DEL SEPTIMO NIVEL

UTILIZAMOS EL 5% POR LA NORMA E-030

Ex =14.30.050.715men XEy =18.30.050.915men Y

Hoja8