Analisis 2 Edificio 2014-B

METRADOSMETRADO DE CARGASAREA=16X10 =160m21) carga muertaverificarcantidadancholargoalturapeso esp.pesocomprobarmetrajePISO 1mmmkg/m2tn

columnas130.40.43240014.98placas20.32324008.64vigas30.3160.6240020.7450.3100.6240021.60losas + piso terminado110160.345021.60muros10.15223190018.8110.1529.21.219009.99116.35TnPISO 2

columnas130.40.43240014.98placas20.32324008.64vigas 30.3160.6240020.7450.3100.6240021.60losas +piso terminado110160.345021.60parapeto10.15521190014.82102.37Tn2) carga viva

cantidadancholargoareapeso esp.pesoPISO 1.

PISOs/c1121012030036.0014104075030.0066.00TnPISO 2

AZOTEAs/c1161016010016.0016.00TnL losa4h losa=0.16aprox0.2

RESUMENPisoPrimeroSegundoSUMAPisoPrimeroSegundoCM116.35102.37218.72TnPeso182.35118.37CV66.0016.0082.00TnArea160.00160.00SUMA182.35118.37300.72TnPeso/m21.140.74

%=50%PISO 125%PISO 2AZOTEA

PISOP1=149.35TnAZOTEAP2=106.372TnP=255.72TnTp0.6suelos intermediosCt35elementos sismoresistentes unicamente porticosHn6altura edificioT0.1714285714Hn/CtC8.75Comprobar 2.5 C=2.5CATEGORIABP255.72Z0.4zona arequipa U1.3uso importante
SERGIO: SERGIO:BIBLIOTECAV(%)=0.195*PC2.5V=49.87TnS1.2Suelo intermedioR8f. reduccionporticosDISTRIBUCION DE LA FUERZA BASAL EN CADA PISOPISOPESOHiPixHiFi2149.353448.045220.57TnAZ106.376638.23229.2979947981Tn

SUMA1086.277249.87TnCORTANTE EN EL PISO

CENTROMASASPRIMER PISO

COLUMNAS Y PLACASanchoaltura seccionanchoalturaAREAC0.40.40.16VIGAS0.30.60.18PL0.320.6

ELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiV-13.71.602.300.23.680.32C-131.150.20.20.230.23V-23.71.608.100.212.950.32C-231.150.24.20.234.84V-33.71.602.3016.23.6825.89C-331.150.28.20.239.45V-43.71.608.1016.212.9525.89C-431.150.212.20.2314.05V-53.61.560.2014.20.3122.08C-531.150.216.20.2318.66V-63.61.560.2010.20.3115.86C-631.155.212.25.9914.05V-73.61.560.206.20.319.64C-731.155.28.25.999.45V-83.61.560.202.20.313.42C-831.155.24.25.994.84V-93.61.5610.2014.215.8622.08C-931.1510.20.211.750.23V-103.61.5610.2010.215.8615.86C-1031.1510.24.211.754.84V-113.61.5610.206.215.869.64C-1131.1510.28.211.759.45V-123.61.5610.202.215.863.42C-1231.1510.212.211.7514.05V-133.61.565.2014.28.0922.08C-1331.1510.216.211.7518.66V-143.61.565.2010.28.0915.86P-134.325.216.222.4669.98V-153.61.565.206.28.099.64P-234.325.20.222.460.86V-163.61.565.202.28.093.3823.62122.80193.65V-174.61.992.3012.24.5724.24V-184.61.998.1012.216.1024.24X5.20mV-194.61.992.308.24.5716.30Y8.20mV-204.61.998.108.216.1016.30V-214.61.992.304.24.578.35V-224.61.998.104.216.108.3536.98192.29303.19

X5.20mY8.20m

MUROLOSA

anchoalturaseccionanchoalturaseccionM0.152.40.36losa4.60.20.92MV0.151.20.18ELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiL13.61.492.752.254.103.35ELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiL23.61.497.552.2511.253.35M-13.82.602.316.335.9842.44L33.61.492.756.254.109.32M-23.82.608.116.3321.0542.44L43.61.497.556.2511.259.32M-34.63.152.74.28.5013.21L53.61.492.7510.254.1015.28M-43.62.467.24.217.7310.34L63.61.497.5510.2511.2515.28M-53.62.460.0752.20.185.42L73.61.492.7514.254.1021.24M-63.62.4610.332.725.446.65L83.61.497.5514.2511.2521.24MV-13.61.2310.3314.212.7217.4811.9261.4098.37MV-23.61.230.07514.20.0917.48MV-33.61.2310.3310.212.7212.56X5.15mMV-43.61.230.07510.20.0912.56Y8.25mMV-53.61.2310.336.212.727.63MV-63.61.230.0756.20.097.63MV-73.81.302.30.0752.990.10MV-83.81.308.10.07510.530.1025.72130.83196.06

X5.09mY7.62mSEGUNDO PISOCOLUMNAS Y PLACASanchoaltura seccionanchoalturaseccionC0.40.40.16VIGAS0.30.60.18PL0.320.6

ELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiV-13.71.602.300.23.680.32C-110.380.20.20.080.08V-23.71.608.100.212.950.32C-210.380.24.20.081.61V-33.71.602.3016.23.6825.89C-310.380.28.20.083.15V-43.71.608.1016.212.9525.89C-410.380.212.20.084.68V-53.61.560.2014.20.3122.08C-510.380.216.20.086.22V-63.61.560.2010.20.3115.86C-60.30.125.212.20.601.41V-73.61.560.206.20.319.64C-70.30.125.28.20.600.94V-83.61.560.202.20.313.42C-80.30.125.24.20.600.48V-93.61.5610.2014.215.8622.08C-910.3810.20.23.920.08V-103.61.5610.2010.215.8615.86C-1010.3810.24.23.921.61V-113.61.5610.206.215.869.64C-1110.3810.28.23.923.15V-123.61.5610.202.215.863.42C-1210.3810.212.23.924.68V-133.61.565.2014.28.0922.08C-1310.3810.216.23.926.22V-143.61.565.2010.28.0915.86P-111.445.216.27.4923.33V-153.61.565.206.28.099.64P-211.445.20.27.490.29V-163.61.565.202.28.093.387.0736.7457.94V-174.61.992.3012.24.5724.24V-184.61.998.1012.216.1024.24X5.20mV-194.61.992.308.24.5716.30Y8.20mV-204.61.998.108.216.1016.30V-214.61.992.304.24.578.35V-224.61.998.104.216.108.3536.98192.29303.19

X5.20mY8.20m

MUROLOSA

anchoalturaseccionanchoalturaseccionM0.1510.15losa4.70.31.41MV0.1510.15ELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiL13.61.492.752.254.103.35ELEMENTOLONGITUDPESO (Tn)Xi (m)Yi (m)W*XiW*YiL23.61.497.552.2511.253.35M-13.81.082.316.332.4917.69L33.61.492.756.254.109.32M-23.81.088.116.338.7717.69L43.61.497.556.2511.259.32M-53.61.030.0752.20.082.26L53.61.492.7510.254.1015.28M-63.61.0310.332.710.602.77L63.61.497.5510.2511.2515.28MV-13.61.0310.3314.210.6014.57L73.61.492.7514.254.1021.24MV-23.61.030.07514.20.0814.57L83.61.497.5514.2511.2521.24MV-33.61.0310.3310.210.6010.4711.9261.4098.37MV-43.61.030.07510.20.0810.47MV-53.61.0310.336.210.606.36X5.15mMV-63.61.030.0756.20.086.36Y8.25mMV-73.81.082.30.0752.490.08MV-83.81.088.10.0758.770.0812.5465.23103.35

X5.20mY8.24m

PRIMERA PLANTA

ELEMENTOPESO (Tn)Xi (m)Yi (m)W*XiW*Yi

VIGAS36.985.208.20192.29303.19COLUMNAS23.625.208.20122.80193.65LOSA11.925.158.2561.4098.37MUROS25.725.097.62130.83196.06

PESO TOTAL=98.24Tnsuma507.32791.27

X =5.16m Y =8.05m

SEGUNDA PLANTA

ELEMENTOPESO (Tn)Xi (m)Yi (m)W*XiW*Yi817.9656408

VIGAS36.985.208.20192.29303.19COLUMNAS7.075.208.2036.7457.94LOSA11.925.158.2561.4098.37PARAPETO12.545.208.2465.23103.35

PESO TOTAL=68.51Tnsuma355.67562.85

X =5.19m Y =8.22m

riPLANO EN PLANTA DE LA ESTRUCTURACALCULO DEL VECTOR POSICION (ri)PRIMER PISOSEGUNDO PISOXO = 5.16mXO = 5.19mYO = 8.05mYO = 8.22mPRIMER PISO

PORTICOXi (cm)Yi (cm)iCOSiSENiXi - X0Yi - Y0ri (m)A009001-5.16-8.05-5.16B509001-0.16-8.05-0.16C10090014.84-8.054.84100010-5.16-8.058.05204010-5.16-4.054.05308010-5.16-0.050.054012010-5.163.95-3.955016010-5.167.95-7.95

SEGUNDO PISO

PORTICOXi (cm)Yi (cm)iCOSiSENiXi - X0Yi - Y0ri (m)A009001-5.19-8.22-5.19B509001-0.19-8.22-0.19C10090014.81-8.224.81100010-5.19-8.228.22204010-5.19-4.224.22308010-5.19-0.220.224012010-5.193.78-3.785016010-5.197.78-7.78

KlRigidez Lateral para los prticos KL para porticos 1,5

f =0.0000220.000042m/tn KL =141826.92-50480.77tn/m141826.92-50480.770.0000420.000118-50480.7726442.31-50480.7726442.31

KL para porticos 2,3,4

f =0.0002110.000261m/tn KL =10905.27-4984.72tn/m10905.27-4984.720.0002610.000571-4984.724029.79-4984.724029.79

KL para porticos A, C

f =0.0001150.000141m/tn KL =20807.06-9878.10tn/m20807.06-9878.100.0001410.000297-9878.108056.61-9878.108056.61KL para porticos B

f =0.00008470.000114m/tn KL =30373.80-13795.27tn/m30373.80-13795.270.0001140.000251-13795.2710249.65-13795.2710249.65

Gi

PORTICO ACOSiSENiriPrimer piso01-5.164Segundo piso01-5.192

Ga=01-5.16400000001-5.192

0010Ga^T =-5.164000KL=20807.06-9878.1001-9878.108056.610-5.192

0020807.06-9878.10Gi^T * KL =-107454.0151013.5200-9878.108056.6151283.12-41826.66

.000000020807.06-107454.010-9878.1051283.12KL a=0-107454.01554925.26051013.52-264841.66tn/m0000000-9878.1051013.5208056.61-41826.66051283.12-264841.660-41826.66217147.17PORTICO BCOSiSENiriPrimer piso6.13E-171-1.64E-01Segundo piso6.13E-171-1.92E-01

G b =01-0.16400000001-0.192

0010G b^T =-0.16400001KL=30373.804-13795.2730-0.192-13795.27310249.646

1.86E-12-8.45E-133.04E+04-1.38E+04Gi*KL =-4.99E+032.27E+03-8.45E-136.28E-13-1.38E+041.02E+042.64E+03-1.96E+03MATRIZ DE RIGIDEZ TOTAL DEL PORTICO.1.1E-281.9E-12-3.1E-13-5.2E-29-8.5E-131.6E-131.9E-123.0E+04-5.0E+03-8.5E-13-1.4E+042.6E+03K b=-3.1E-13-5.0E+038.2E+021.4E-132.3E+03-4.3E+02tn/m-5.2E-29-8.5E-131.4E-133.8E-296.3E-13-1.2E-13-8.5E-13-1.4E+042.3E+036.3E-131.0E+04-2.0E+031.6E-132.6E+03-4.3E+02-1.2E-13-2.0E+033.8E+02PORTICO CCOSiSENiriPrimer piso014.84Segundo piso014.81

G c =014.84000000014.81

0010Gc^T =4.8400001KL c=20807.06-9878.1004.81-9878.108056.61

0.000.0020807.06-9878.10Gc^T*KLc =100616.61-47767.480.000.00-9878.108056.61-47497.8838739.41MATRIZ DE RIGIDEZ TOTAL DEL PORTICO.000000020807.06100616.610-9878.10-47497.88K c=0100616.61486551.250-47767.48-229685.27tn/m00.000.0000.000.000-9878.10-47767.4808056.6138739.410-47497.88-229685.27038739.41186274.66PORTICO 1COSiSENiriPrimer piso018.055Segundo piso018.216

G1 =018.055000000018.216

0010G 1^T =8.0500001KL=141826.92-50480.7708.22-50480.7726442.31

0.000.00141826.92-50480.77G1^T * KL1 =1142369.24-406606.000.000.00-50480.7726442.31-414738.93217244.20MATRIZ DE RIGIDEZ TOTAL DEL PORTICO.0000000141826.9231142369.2450-50480.769-414738.934K 1=01142369.2459201408.7500-406606.002-3340585.781tn/m0000000-50480.769-406606.002026442.308217244.2030-414738.934-3340585.7810217244.2031784830.752PORTICO 2COSiSENiriPrimer piso014.05Segundo piso014.22

G2 =014.055000000014.216

0010G2^T =4.05500001KL=10905.27-4984.7204.216-4984.724029.79

0.000.0010905.27-4984.72G1^T * KL2 =44217.29-20211.410.000.00-4984.724029.79-21014.4916988.73MATRIZ DE RIGIDEZ TOTAL DEL PORTICO.000000010905.27144217.2900-4984.721-21014.492K2 =044217.290179286.5760-20211.406-85206.856tn/m0000000-4984.721-20211.40604029.79416988.7270-21014.492-85206.856016988.72771620.749PORTICO 3COSiSENiriPrimer piso010.055Segundo piso010.216

G3 =010.055000.000000010.216

0010G3^T =0.05500001KL 3=10905.27-4984.7200.216-4984.724029.79

0.000.0010905.27-4984.72G3^T * KL3 =596.21-272.520.000.00-4984.724029.79-1075.61869.55

.000000010905.271596.2050-4984.721-1075.607K 3 =0596.20532.5950-272.521-58.805tn/m0000000-4984.721-272.52104029.794869.5520-1075.607-58.8050869.552187.633PORTICO 4COSiSENiriPrimer piso01-3.945Segundo piso01-3.784

G4 =01-3.94500000001-3.784

0010G4^T =-3.94500001KL=10905.27-4984.720-3.784-4984.724029.79

0.000.0010905.27-4984.72G4^T * KL4 =-43024.8819666.360.000.00-4984.724029.7918863.28-15249.62

.000000010905.27-43024.880-4984.7218863.28K 4 =0-43024.88169747.29019666.36-74421.83tn/m0000000-4984.7219666.3604029.79-15249.62018863.28-74421.830-15249.6257707.92PORTICO 5COSiSENiriPrimer piso10-7.945Segundo piso10-7.784

G5 =10-7.94500000010-7.784

1000G5^T =-7.94500100KL=141826.92-50480.770-7.784-50480.7726442.31

141826.92-50480.770.000.00G5^T * KL5 =-1126861.52401086.31-50480.7726442.310.000.00392953.37-205832.72

.141826.920-1126861.52-50480.770392953.37000000K 5 =-1126861.5208953285.23401086.310-3122143.73tn/m-50480.770401086.3126442.310-205832.72000000392953.370-3122143.73-205832.7201602247.01MATRIZ DE LA ESTRUCTURA

141826.90.0-1126861.5-50480.80.0392953.40.0246530.71132329.9-0.0-98986.4-411537.4KK =-1126861.51132329.919546056.9401086.3-401910.9-7117378.2tn/m-50480.8-0.0401086.326442.30.0-205832.7-0.0-98986.4-401910.90.064894.5214801.8392953.4-411537.4-7117378.2-205832.7214801.83920392.2

DESPLAZDESPLAZAMIENTOS DEL CENTRO DE MASA DE CADA PISO

141826.90.0-1126861.5-50480.80.0392953.40.0246530.71132329.9-0.0-98986.4-411537.4Kt =-1126861.51132329.919546056.9401086.3-401910.9-7117378.2-50480.8-0.0401086.326442.30.0-205832.7-0.0-98986.4-401910.90.064894.5214801.8392953.4-411537.4-7117378.2-205832.7214801.83920392.2

5.21E-05-1.58E-053.78E-068.44E-05-1.87E-055.45E-06-1.58E-051.93E-05-1.99E-06-1.78E-052.46E-05-2.29E-06Kt-1=3.78E-06-1.99E-064.76E-075.34E-06-2.35E-066.86E-078.44E-05-1.78E-055.34E-062.17E-04-3.64E-051.28E-05-1.87E-052.46E-05-2.35E-06-3.64E-055.39E-05-4.67E-065.45E-06-2.29E-066.86E-071.28E-05-4.67E-061.64E-06PRIMER ESTADO DE CARGA

Fx120.567Tno13.54E-03m0.00354Fy10.000vo1-8.47E-04m-0.00085M10.00012.34E-04rad=0.00023Fx229.298Tno28.11E-03m0.00811Fy20.000vo2-1.45E-03m-0.00145M20.00024.86E-04rad0.00049

SEGUNDO ESTADO DE CARGA

Fx120.567Tno13.66E-03m0.00366Fy10.000vo1-9.01E-04m-0.00090M110.284Tn.m12.49E-04rad=0.00025Fx229.298Tno28.35E-03m0.00835Fy20.000vo2-1.54E-03m-0.00154M214.649Tn.m25.17E-04rad0.00052

TERCER ESTADO DE CARGA

Fx120.567Tno13.43E-03m0.00343Fy10.000vo1-7.93E-04m-0.00079M1-10.284Tn.m12.19E-04rad=0.00022Fx229.298Tno27.86E-03m0.00786Fy20.000vo2-1.36E-03m-0.00136M2-14.649Tn.m24.55E-04rad0.00046

CUARTO ESTADO DE CARGA

Fx10.000o1-8.72E-04m-0.00087Fy120.567Tnvo11.12E-03m0.00112M10.0001-1.10E-04rad=-0.00011Fx20.000o2-1.43E-03m-0.00143Fy229.298Tnvo22.09E-03m0.00209M20.0002-1.84E-04rad-0.00018

QUINTO ESTADO DE CARGA

Fx10.000o1-6.82E-04m-0.00068Fy120.567Tnvo11.03E-03m0.00103M116.454Tn.m1-8.58E-05rad=-0.00009Fx20.000o2-1.04E-03m-0.00104Fy229.298Tnvo21.94E-03m0.00194M223.438Tn.m2-1.34E-04rad-0.00013

SEXTO ESTADO DE CARGA

Fx10.000o1-1.06E-03m-0.00106Fy120.567Tnvo11.20E-03m0.00120M1-16.454Tn.m1-1.34E-04rad=-0.00013Fx20.000o2-1.82E-03m-0.00182Fy229.298Tnvo22.23E-03m0.00223M2-23.438Tn.m2-2.34E-04rad-0.00023

desp. portiCALCULO DE LA FUERZA EN CADA PORTICOPORTICO A01-5.16400000001-5.192PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m-0.0020567189Fy10vo1-8.47E-04m-0.0039741022M1012.34E-04radFx229.298o28.11E-03m-2.6192863237Fy20vo2-1.45E-03m-5.7626418667M2024.86E-04rad


Fx120.567o13.66E-03m-0.0021878808Fy10vo1-9.01E-04m-0.0042281102M110.28412.49E-04radFx229.298o28.35E-03m-2.783482976Fy20vo2-1.54E-03m-6.1324364045M214.64925.17E-04rad


Fx120.567o13.43E-03m-0.0019255571Fy10vo1-7.93E-04m-0.0037200942M1-10.28412.19E-04radFx229.298o27.86E-03m-2.4550896714Fy20vo2-1.36E-03m-5.392847329M2-14.64924.55E-04rad


Fx10o1-8.72E-04m0.0016846388Fy120.567vo11.12E-03m0.0030409063M101-1.10E-04radFx20o2-1.43E-03m3.2133730646Fy229.298vo22.09E-03m3.8567704604M202-1.84E-04rad


Fx10o1-6.82E-04m0.0014747798Fy120.567vo11.03E-03m0.0026344935M116.4541-8.58E-05radFx20o2-1.04E-03m2.9506584208Fy229.298vo21.94E-03m3.2650992M223.4382-1.34E-04rad


Fx10o1-1.06E-03m0.0018944978Fy120.567vo11.20E-03m0.0034473191M1-16.4541-1.34E-04radFx20o2-1.82E-03m3.4760877083Fy229.298vo22.23E-03m4.4484417208M2-23.4382-2.34E-04radPORTICO B01-0.16400000001-0.192PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m-0.0008851012Fy10vo1-8.47E-04m-0.0015428097M1012.34E-04radFx229.298o28.11E-03m-1.9617925174Fy20vo2-1.45E-03m-1.8052221837M2024.86E-04rad


Fx120.567o13.66E-03m-0.000941514Fy10vo1-9.01E-04m-0.0016413799M110.28412.49E-04radFx229.298o28.35E-03m-2.0856449036Fy20vo2-1.54E-03m-1.9212374132M214.64925.17E-04rad


Fx120.567o13.43E-03m-0.0008286884Fy10vo1-7.93E-04m-0.0014442395M1-10.28412.19E-04radFx229.298o27.86E-03m-1.8379401313Fy20vo2-1.36E-03m-1.6892069542M2-14.64924.55E-04rad






Fx10o1-1.06E-03m0.0012262155Fy120.567vo11.20E-03m0.0022788814M1-16.4541-1.34E-04radFx20o2-1.82E-03m2.0126239783Fy229.298vo22.23E-03m3.0710797414M2-23.4382-2.34E-04radPORTICO C014.836000000014.808PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m0.0002865165Fy10vo1-8.47E-04m0.0008884828M1012.34E-04radFx229.298o28.11E-03m-1.3042987112Fy20vo2-1.45E-03m2.1521974993M2024.86E-04rad


Fx120.567o13.66E-03m0.0003048527Fy10vo1-9.01E-04m0.0009453505M110.28412.49E-04radFx229.298o28.35E-03m-1.3878068311Fy20vo2-1.54E-03m2.2899615781M214.64925.17E-04rad


Fx120.567o13.43E-03m0.0002681803Fy10vo1-7.93E-04m0.0008316151M1-10.28412.19E-04radFx229.298o27.86E-03m-1.2207905913Fy20vo2-1.36E-03m2.0144334206M2-14.64924.55E-04rad






Fx10o1-1.06E-03m0.0005579331Fy120.567vo11.20E-03m0.0011104437M1-16.4541-1.34E-04radFx20o2-1.82E-03m0.5491602482Fy229.298vo22.23E-03m1.6937177621M2-23.4382-2.34E-04radPORTICO 1

018.055000000018.216PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m0.0010407984Fy10vo1-8.47E-04m0.0025453495M1012.34E-04radFx229.298o28.11E-03m19.1220377552Fy20vo2-1.45E-03m14.7646091601M2024.86E-04rad


Fx120.567o13.66E-03m0.0011072577Fy10vo1-9.01E-04m0.0027081442M110.28412.49E-04radFx229.298o28.35E-03m20.3297484434Fy20vo2-1.54E-03m15.7143627462M214.64925.17E-04rad


Fx120.567o13.43E-03m0.0009743391Fy10vo1-7.93E-04m0.0023825547M1-10.28412.19E-04radFx229.298o27.86E-03m17.914327067Fy20vo2-1.36E-03m13.814855574M2-14.64924.55E-04rad






Fx10o1-1.06E-03m0.0001276962Fy120.567vo11.20E-03m0.0003141818M1-16.4541-1.34E-04radFx20o2-1.82E-03m2.2506172704Fy229.298vo22.23E-03m1.8614905204M2-23.4382-2.34E-04radPORTICO 2014.055000000014.216PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m0.0001035042Fy10vo1-8.47E-04m0.0006003154M1012.34E-04radFx229.298o28.11E-03m-15.6246990176Fy20vo2-1.45E-03m10.648752605M2024.86E-04rad


Fx120.567o13.66E-03m0.0001101643Fy10vo1-9.01E-04m0.0006387599M110.28412.49E-04radFx229.298o28.35E-03m-16.6208320399Fy20vo2-1.54E-03m11.3291092847M214.64925.17E-04rad


Fx120.567o13.43E-03m0.0000968442Fy10vo1-7.93E-04m0.0005618709M1-10.28412.19E-04radFx229.298o27.86E-03m-14.6285659953Fy20vo2-1.36E-03m9.9683959252M2-14.64924.55E-04rad






Fx10o1-1.06E-03m0.000662322Fy120.567vo11.20E-03m0.001248932M1-16.4541-1.34E-04radFx20o2-1.82E-03m30.8880497637Fy229.298vo22.23E-03m-0.40988224M2-23.4382-2.34E-04rad

PORTICO 3010.055000000010.216PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m-0.00083379Fy10vo1-8.47E-04m-0.0013447186M1012.34E-04radFx229.298o28.11E-03m-50.3714357904Fy20vo2-1.45E-03m6.5328960499M2024.86E-04rad


Fx120.567o13.66E-03m-0.0008869291Fy10vo1-9.01E-04m-0.0014306243M110.28412.49E-04radFx229.298o28.35E-03m-53.5714125231Fy20vo2-1.54E-03m6.9438558232M214.64925.17E-04rad


Fx120.567o13.43E-03m-0.0007806508Fy10vo1-7.93E-04m-0.0012588128M1-10.28412.19E-04radFx229.298o27.86E-03m-47.1714590576Fy20vo2-1.36E-03m6.1219362765M2-14.64924.55E-04rad


Fx10o1-8.72E-04m0.0011119252Fy120.567vo11.12E-03m0.0020462329M101-1.10E-04radFx20o2-1.43E-03m54.4055194845Fy229.298vo22.09E-03m-2.0237193629M202-1.84E-04rad


Fx10o1-6.82E-04m0.0010269025Fy120.567vo11.03E-03m0.0019087837M116.4541-8.58E-05radFx20o2-1.04E-03m49.2855567121Fy229.298vo21.94E-03m-1.3661837255M223.4382-1.34E-04rad


Fx10o1-1.06E-03m0.0011969479Fy120.567vo11.20E-03m0.0021836822M1-16.4541-1.34E-04radFx20o2-1.82E-03m59.5254822569Fy229.298vo22.23E-03m-2.6812550003M2-23.4382-2.34E-04radPORTICO 401-3.94500000001-3.784PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m-0.0017710841Fy10vo1-8.47E-04m-0.0032897526M1012.34E-04radFx229.298o28.11E-03m-85.1181725632Fy20vo2-1.45E-03m2.4170394947M2024.86E-04rad


Fx120.567o13.66E-03m-0.0018840225Fy10vo1-9.01E-04m-0.0035000086M110.28412.49E-04radFx229.298o28.35E-03m-90.5219930064Fy20vo2-1.54E-03m2.5586023618M214.64925.17E-04rad


Fx120.567o13.43E-03m-0.0016581457Fy10vo1-7.93E-04m-0.0030794965M1-10.28412.19E-04radFx229.298o27.86E-03m-79.71435212Fy20vo2-1.36E-03m2.2754766277M2-14.64924.55E-04rad


Fx10o1-8.72E-04m0.0015508723Fy120.567vo11.12E-03m0.0027820227M101-1.10E-04radFx20o2-1.43E-03m79.5168020411Fy229.298vo22.09E-03m-4.7261271735M202-1.84E-04rad


Fx10o1-6.82E-04m0.0013701708Fy120.567vo11.03E-03m0.002445613M116.4541-8.58E-05radFx20o2-1.04E-03m70.870689332Fy229.298vo21.94E-03m-4.4996265862M223.4382-1.34E-04rad


Fx10o1-1.06E-03m0.0017315738Fy120.567vo11.20E-03m0.0031184323M1-16.4541-1.34E-04radFx20o2-1.82E-03m88.1629147502Fy229.298vo22.23E-03m-4.9526277607M2-23.4382-2.34E-04rad

PORTICO 5

10-7.94500000010-7.784

PRIMER ESTADO DE CARGA

Fx120.567o13.54E-03m0.0016830004Fy10vo1-8.47E-04m0.0043209977M1012.34E-04radFx229.298o28.11E-03m20.5674832019Fy20vo2-1.45E-03m29.2979947981M2024.86E-04rad


Fx120.567o13.66E-03m0.0016830004Fy10vo1-9.01E-04m0.0043209977M110.28412.49E-04radFx229.298o28.35E-03m20.5674832019Fy20vo2-1.54E-03m29.2979947981M214.64925.17E-04rad


Fx120.567o13.43E-03m0.0016830004Fy10vo1-7.93E-04m0.0043209977M1-10.28412.19E-04radFx229.298o27.86E-03m20.5674832019Fy20vo2-1.36E-03m29.2979947981M2-14.64924.55E-04rad


Fx10o1-8.72E-04m-0Fy120.567vo11.12E-03m-0M101-1.10E-04radFx20o2-1.43E-03m-0Fy229.298vo22.09E-03m0M202-1.84E-04rad


Fx10o1-6.82E-04m-0Fy120.567vo11.03E-03m-0M116.4541-8.58E-05radFx20o2-1.04E-03m-0Fy229.298vo21.94E-03m0M223.4382-1.34E-04rad


Fx10o1-1.06E-03m-0Fy120.567vo11.20E-03m-0M1-16.4541-1.34E-04radFx20o2-1.82E-03m-0Fy229.298vo22.23E-03m0M2-23.4382-2.34E-04rad

COMPROBACION

ESTADO DE 1-117.3101639664CARGA58.2456255566ESTADO DE 2-126.0739406349CARGA60.0802127744ESTADO DE 3-108.546387298CARGA56.4110383389ESTADO DE 4172.8428933064CARGA5.9663042921ESTADO DE 5158.8208506369CARGA8.9016438405ESTADO DE 6186.8649359759CARGA3.0309647437

DIRECCION X-XCoef. Reduccion R=8PorticosEstado deCargaNivelDisp UX (m)Desp. Abs. (cm)x relativoh entrepisoDeriva0.75*R*UXEntrepiso(m)0.007PRIMERO20.00814.86372.73683.000.009110.00352.12692.12693.000.0071SEGUNDO20.00835.00892.81073.000.009410.00372.19812.19813.000.0073TERCERO20.00794.71852.66293.000.008910.00342.05562.05563.000.0069

DIRECCION Y-YCoef. Reduccion R=8PorticosEstado deCargaNivelDisp UY (m)Desp. Abs. (cm)y relativoh entrepisoDeriva0.75*R*UYEntrepiso(m)0.007CUARTO20.00140.85910.33603.000.001110.00090.52310.52313.000.0017QUINTO20.00100.62680.21773.000.000710.00070.40910.40913.000.0014SEXTO20.00181.09140.45433.000.001510.00110.63720.63723.000.0021

metrado para diseoMETRADO DE CARGAS - PORTICO C2) fuerza de sismoF10TnF20Tn2) carga muertaancho tributarioaltura tributariapeso esp.pesonivel 1cargas en ambientesvigas 0.250.652.40.39losas 3.250.351.14piso terminado3.50.10.35tabique153.20.0190.912.79Tn/m

cargas en pasillovigas 0.250.652.40.39losas 3.250.351.14piso terminado3.50.10.351.88Tn/mnivel 2

vigas 0.250.652.40.39losas 3.250.351.14piso terminado3.50.10.351.88Tn/m3) carga vivaancho tributarioaltura tributariapeso esp.pesonivel 1s/c13.50.31.05s/c23.50.41.402.45Tn/mnivel 2s/c3.50.10.350.35Tn/m

momento ultimo

DIAGRAMA DE MOMENTOS PARA EL TRAMO 1 (segundo piso)DIAGRAMA DE MOMENTOS PARA EL TRAMO 2 (segundo piso)DIAGRAMA DE MOMENTOS PARA EL TRAMO 3 (segundo piso)DIAGRAMA DE MOMENTOS PARA EL TRAMO 4 (peimer piso)DIAGRAMA DE MOMENTOS PARA EL TRAMO 5 (primer piso)DIAGRAMA DE MOMENTOS PARA EL TRAMO 6 (primer piso) momentos en TRAMO 1 (segundo piso) / unidad: (Tn*m) momentos en TRAMO 2 (segundo piso) / unidad: (Tn*m) momentos en TRAMO 3 (segundo piso) / unidad: (Tn*m) momentos en TRAMO 4 (primer piso) / unidad: (Tn*m) momentos en TRAMO 5 (primer piso) / unidad: (Tn*m) momentos en TRAMO 6 (primer piso) / unidad: (Tn*m)caracaracaracaracaracaracaracaracaracaracaracara0.1250.512.053.353.854.2250.411.92.83.40.1250.512.053.353.854.2250.1250.512.053.353.854.2250.411.92.83.40.1250.512.053.353.854.225

combo1M (cm)-0.700.511.662.550.82-0.70-2.12combo1M (cm)-1.220.140.920.14-1.22combo1M (cm)-2.14-0.261.152.531.860.82-0.68combo1M (cm)-1.390.432.193.611.16-1.05-3.13combo1M (cm)1.37-0.010.77-0.01-1.37combo1M (cm)-3.16-0.411.643.582.500.91-1.37combo2M (cv1)-0.210.030.260.460.17-0.10-0.35combo2M (cv1)-0.220.040.180.04-0.22combo2M (cv1)-0.35-0.020.230.460.300.09-0.20combo2M (cv1)-0.470.200.851.340.37-0.48-1.27combo2M (cv1)-0.820.190.780.20-0.82combo2M (cv1)-1.28-0.230.561.330.960.38-0.46combo3M (cv2)-0.080.160.380.570.280.01-0.24combo3M (cv2)-0.19-0.19-0.19-0.19-0.19combo3M (cv2)-0.250.090.340.570.420.22-0.07combo3M (cv2)-0.04-0.05-0.07-0.10-0.15-0.16-0.18combo3M (cv2)-0.550.461.350.47-0.55combo3M (cv2)-0.18-0.16-0.14-0.11-0.07-0.06-0.04combo4M (cv3)-0.12-0.12-0.12-0.12-0.11-0.11-0.11combo4M (cv3)-0.030.220.370.22-0.03combo4M (cv3)-0.11-0.11-0.11-0.12-0.12-0.12-0.13combo4M (cv3)-0.430.250.911.440.52-0.31-1.04combo4M (cv3)-0.27-0.27-0.27-0.27-0.27combo4M (cv3)-1.110.070.701.441.030.43-0.42combo5M (cs)2.131.630.96-0.45-2.18-2.86-3.36combo5M (cs)4.552.740.01-2.73-4.55combo5M (cs)3.342.682.020.63-0.76-1.43-2.04combo5M (cs)4.243.302.05-0.58-3.84-5.09-6.03combo5M (cs)8.355.020.02-4.98-8.31combo5M (cs)5.954.723.500.92-1.65-2.88-4.11

hipotesis de cargahipotesis de cargahipotesis de cargahipotesis de cargahipotesis de cargahipotesis de cargaH1:-1.430.822.964.651.54-1.23-3.81H1:-2.230.281.700.28-2.23H1:-3.84-0.432.144.623.331.39-1.38H1:-2.931.014.827.832.41-2.44-6.98H1:0.580.332.560.35-3.53H1:-7.04-1.033.477.765.482.05-2.88H2:-1.191.053.174.851.73-1.03-3.61H2:-2.17-0.131.04-0.13-2.17H2:-3.66-0.232.344.823.551.63-1.15H2:-2.160.563.165.241.47-1.86-5.02H2:1.070.813.590.83-3.05H2:-5.06-0.902.215.173.621.26-2.13H3:-1.270.552.273.611.03-1.25-3.38H3:-1.880.612.050.61-1.88H3:-3.41-0.591.533.582.571.01-1.25H3:-2.861.104.928.012.68-2.13-6.57H3:1.57-0.500.67-0.50-2.54H3:-6.74-0.493.727.965.602.14-2.81H4:0.992.313.363.31-0.94-3.86-6.45H4:2.752.971.39-2.51-6.35H4:0.232.333.754.371.94-0.29-3.14H4:1.924.095.855.61-1.93-7.00-11.53H4:9.045.251.96-4.74-11.05H4:0.403.926.257.062.68-1.27-6.40H5:1.162.473.513.45-0.81-3.72-6.31H5:2.792.680.92-2.79-6.31H5:0.352.473.884.512.09-0.13-2.98H5:2.453.784.703.81-2.58-6.60-10.17H5:9.385.582.67-4.41-10.71H5:1.784.015.385.261.39-1.82-5.87H6:1.112.122.892.59-1.29-3.87-6.15H6:2.993.191.62-2.28-6.11H6:0.532.223.323.641.42-0.56-3.05H6:1.974.155.935.73-1.74-6.79-11.24H6:9.734.670.65-5.33-10.36H6:0.614.306.437.202.76-1.20-6.35H7:-3.27-0.961.444.213.421.860.27H7:-6.35-2.521.372.962.75H7:-6.45-3.03-0.303.113.462.570.94H7:-6.57-2.511.756.775.753.180.53H7:-7.66-4.801.925.225.57H7:-11.50-5.52-0.755.225.984.491.82H8:-3.11-0.791.594.353.562.000.41H8:-6.31-2.800.902.672.79H8:-6.33-2.89-0.163.253.612.731.10H8:-6.03-2.820.604.975.103.581.89H8:-7.33-4.462.635.565.91H8:-10.13-5.43-1.633.424.693.942.35H9:-3.16-1.140.973.493.071.850.57H9:-6.11-2.291.603.182.99H9:-6.15-3.14-0.722.382.942.311.03H9:-6.52-2.451.836.895.943.390.82H9:-6.98-5.370.614.636.26H9:-11.29-5.15-0.585.366.064.561.87H10:1.502.092.451.85-1.44-3.49-5.27H10:3.452.870.84-2.60-5.65H10:1.412.453.062.910.91-0.69-2.65H10:2.993.694.022.67-2.80-6.04-8.85H10:9.585.010.71-4.99-9.54H10:3.114.354.984.140.60-2.06-5.34H11:-2.76-1.170.532.752.922.231.45H11:-5.65-2.610.822.863.45H11:-5.27-2.91-0.991.652.432.171.43H11:-5.49-2.91-0.083.834.884.153.21H11:-7.12-5.030.674.977.08H11:-8.79-5.09-2.022.303.903.702.88

MIN-3.27-1.170.000.00-1.44-3.87-6.45MIN-6.35-2.800.00-2.79-6.35MIN-6.45-3.14-0.990.000.00-0.69-3.14MIN-6.57-2.91-0.080.00-2.80-7.00-11.53MIN-7.66-5.370.00-5.33-11.05MIN-11.50-5.52-2.020.000.00-2.06-6.40MAX1.502.473.514.853.562.231.45MAX3.453.192.053.183.45MAX1.412.473.884.823.612.731.43MAX2.994.155.938.015.944.153.21MAX9.735.583.595.567.08MAX3.114.356.437.966.064.562.88

Mto. en la cara izq:-3.27Mto. en el centro de luz:4.85Mto. en la cara der:-6.45Mto. en la cara izq:-6.35Mto. en el centro de luz:2.05Mto. en la cara der:-6.35Mto. en la cara izq:-6.45Mto. en el centro de luz:4.82Mto. en la cara der:-3.14Mto. en la cara izq:-6.57Mto. en el centro de luz:8.01Mto. en la cara der:-11.53Mto. en la cara izq:-7.66Mto. en el centro de luz:3.59Mto. en la cara der:-11.05Mto. en la cara izq:-11.50Mto. en el centro de luz:7.96Mto. en la cara der:-6.40

dibujo de combinacionesPRIMERA COMBINACIONSEGUNDA COMBINACIONTERCERACOMBINACIONCUARTA COMBINACIONQUINTA COMBINACION

combinacionescaracaracaracaracaracara0.1250.512.053.353.854.2250.411.92.83.40.1250.512.053.353.854.225

TRAMO 1TRAMO 2TRAMO 3combo1M-0.700.511.662.550.82-0.70-2.12-1.220.140.920.14-1.22-2.14-0.261.152.531.860.82-0.68V-3.50-2.80-1.860.122.563.504.20-2.86-1.690.001.692.82-4.21-3.27-2.33-0.761.612.553.50combo2M-0.210.030.260.460.17-0.10-0.35-0.220.040.180.04-0.22-0.35-0.020.230.460.300.09-0.20V-0.68-0.55-0.37-0.010.450.620.75-0.53-0.320.000.320.53-0.76-0.58-0.41-0.040.330.500.68combo3M-0.080.160.380.570.280.01-0.24-0.19-0.19-0.19-0.19-0.19-0.250.090.340.570.420.22-0.07V-0.68-0.55-0.370.000.460.630.750.000.000.000.000.00-0.76-0.59-0.410.000.320.500.67combo4M-0.12-0.12-0.12-0.12-0.11-0.11-0.11-0.030.220.370.22-0.03-0.11-0.11-0.11-0.12-0.12-0.12-0.13V-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.52-0.320.000.320.530.010.010.010.010.010.010.01combo5M2.131.630.96-0.45-2.18-2.86-3.364.552.740.01-2.73-4.553.342.682.020.63-0.76-1.43-2.04V1.341.341.341.341.341.341.343.043.043.043.043.041.321.321.321.321.321.321.32

TRAMO 4TRAMO 5TRAMO 6combo1M-1.390.432.193.611.16-1.05-3.131.37-0.010.77-0.01-1.37-3.16-0.411.643.582.500.91-1.37V-5.29-4.24-2.850.083.705.106.15-2.82-1.690.001.692.82-6.16-4.77-3.37-0.442.413.885.28combo2M-0.470.200.851.340.37-0.48-1.27-0.820.190.780.20-0.82-1.28-0.230.561.330.960.38-0.46V-1.95-1.56-1.030.071.431.962.35-2.10-1.260.001.262.10-2.36-1.83-1.310.200.901.421.95combo3M-0.04-0.05-0.07-0.10-0.15-0.16-0.18-0.550.461.350.47-0.55-0.18-0.16-0.14-0.11-0.07-0.06-0.04V0.030.030.030.030.030.030.03-2.10-1.260.001.262.10-0.03-0.03-0.03-0.03-0.03-0.03-0.03combo4M-0.430.250.911.440.52-0.31-1.04-0.27-0.27-0.27-0.27-0.27-1.110.070.701.441.030.43-0.42V-1.99-1.59-1.070.031.391.922.310.000.000.000.000.00-2.32-1.79-1.27-0.170.931.461.98combo5M4.243.302.05-0.58-3.84-5.09-6.038.355.020.02-4.98-8.315.954.723.500.92-1.65-2.88-4.11V2.512.512.512.512.512.512.515.555.555.555.555.552.452.452.452.452.452.452.45

MOMENTOS

DIAGRAMA DE MOMENTOS - TRAMO 1 (PRIMER NIVEL)DIAGRAMA DE MOMENTOS- TRAMO 2 (PRIMER NIVEL)DIAGRAMA DE MOMENTOS- TRAMO 1 (SEGUNDO NIVEL)DIAGRAMA DE MOMENTOS- TRAMO 2 (SEGUNDO NIVEL) momentos en TRAMO 1 (Primer piso) / unidad: (Tn*m) momentos en TRAMO 2 (Primer piso) / unidad: (Tn*m) momentos en TRAMO 1 (segundo piso) / unidad: (Tn*m) momentos en TRAMO 2 (Segundo piso) / unidad: (Tn*m)EjeEjeEjeEjeEjeEjeEjeEje0.0001.252.53.7550.0001.442.8754.325.750.0001.252.53.7550.0001.442.8754.325.75

combo1M (cm)-1.541.061.59-0.17-4.47combo1M (cm)-5.580.823.412.18-2.81combo1M (cm)-0.940.891.22-0.80-3.07combo1M (cm)-3.660.512.261.58-1.49combo2M (cv1)-0.810.530.830.01-1.84combo2M (cv1)-2.140.261.220.75-1.12combo2M (cv1)-0.600.720.93-0.06-2.16combo2M (cv1)-2.390.291.441.06-0.84combo3M (cv2)-0.810.731.240.63-1.02combo3M (cv2)-0.57-0.44-0.31-0.18-0.05combo3M (cv2)-0.02-0.28-0.56-0.83-1.10combo3M (cv2)-0.75-0.58-0.41-0.23-0.06combo4M (cv3)0.00-0.21-0.41-0.61-0.82combo4M (cv3)-1.570.701.530.94-1.07combo4M (cv3)-0.581.011.490.77-1.06combo4M (cv3)-0.430.250.911.440.52combo5M (cs)5.543.110.68-1.75-4.18combo5M (cs)3.821.58-0.66-2.92-5.16combo5M (cs)2.471.390.31-0.77-1.84combo5M (cs)1.700.70-0.30-1.31-2.31

HIPOTESIS DE CARGAHIPOTESIS DE CARGAHIPOTESIS DE CARGAHIPOTESIS DE CARGAH1:-3.772.543.88-0.24-10.02H1:-12.221.707.314.62-6.23H1:-2.492.633.50-1.31-8.49H1:-9.791.295.984.28-3.75H2:-3.772.904.620.88-8.54H2:-9.400.444.562.95-4.31H2:-1.450.830.82-2.69-6.59H2:-6.84-0.282.651.96-2.34H3:-2.311.211.65-1.35-8.18H3:-11.202.497.874.96-6.14H3:-2.453.154.510.19-6.51H3:-6.261.225.034.96-1.30H4:2.605.103.71-1.95-12.07H4:-5.832.935.130.74-10.07H4:0.553.403.00-1.85-8.38H4:-5.861.704.331.99-5.22H5:2.605.354.22-1.18-11.04H5:-3.872.063.22-0.42-8.74H5:1.272.151.14-2.81-7.05H5:-3.810.612.010.38-4.25H6:3.624.172.16-2.73-10.79H6:-5.123.485.520.98-10.01H6:0.573.773.70-0.81-7.00H6:-3.411.653.662.47-3.52H7:-8.48-1.122.351.55-3.71H7:-13.47-0.236.456.580.25H7:-4.400.622.38-0.31-4.70H7:-9.260.304.934.61-0.60H8:-8.48-0.872.862.33-2.68H8:-11.51-1.114.545.421.59H8:-3.67-0.630.52-1.27-3.37H8:-7.21-0.792.613.000.37H9:-7.47-2.050.800.78-2.43H9:-12.760.326.846.820.31H9:-4.370.993.080.73-3.32H9:-6.810.254.265.091.10H10:4.154.062.11-1.90-8.20H10:-1.202.322.41-0.96-7.69H10:1.622.191.41-1.49-4.60H10:-1.591.161.730.11-3.65H11:-6.93-2.160.751.600.16H11:-8.84-0.843.734.882.63H11:-3.32-0.590.790.05-0.92H11:-4.99-0.242.332.730.97

MIN-8.48-2.160.00-2.73-12.07MIN-13.47-1.110.00-0.96-10.07MIN-4.40-0.630.00-2.81-8.49MIN-9.79-0.790.000.00-5.22MAX4.155.354.622.330.16MAX0.003.487.876.822.63MAX1.623.774.511.490.00MAX0.001.705.985.091.10

Mto. en la cara izq:-8.48Mto. en el centro de luz:4.62Mto. en la cara der:-12.07Mto. en la cara izq:-13.47Mto. en el centro de luz:7.87Mto. en la cara der:-10.07Mto. en la cara izq:-4.40Mto. en el centro de luz:4.51Mto. en la cara der:-8.49Mto. en la cara izq:-9.79Mto. en el centro de luz:5.98Mto. en la cara der:-5.22

diseo por corteTRAMO 1TRAMO 2TRAMO 3TRAMO 4TRAMO 5TRAMO 6fy4200kg/cm2fy4200kg/cm2fy4200kg/cm2fy4200kg/cm2fy4200kg/cm2fy4200kg/cm2fc'210kg/cm2fc'210kg/cm2fc'210kg/cm2fc'210kg/cm2fc'210kg/cm2fc'210kg/cm2bw25cmbw25cmbw25cmbw25cmbw25cmbw25cmh65cmh65cmh65cmh65cmh65cmh65cmWcm1.88tn/mWcm1.88tn/mWcm1.88tn/mWcm2.79tn/mWcm1.88tn/mWcm2.79tn/mWcv0.35tn/mWcv0.35tn/mWcv0.35tn/mWcv1.05tn/mWcv1.4tn/mWcv1.05tn/mL4.08mL3mL4.08mL4.08mL3mL4.08m

DatosDatosDatosDatosDatosDatosaribaabajoaribaabajoaribaabajoaribaabajoaribaabajoaribaabajod59cm59cmd59cm59cmd59cm59cmd59cm59cmd59cm59cmd59cm59cmN de barras2barras2barrasN de barras2barras2barrasN de barras2barras2barrasN de barras3barras2barrasN de barras2barras2barrasN de barras3barras2barras As5/8"5/8" As5/8"5/8" As5/8"5/8" As5/8"5/8" As5/8"5/8" As5/8"5/8"Area As2cm22cm2Area As2cm22cm2Area As2cm22cm2Area As2cm22cm2Area As2cm22cm2Area As2cm22cm2

CalculosCalculosCalculosCalculosCalculosCalculos121212121212As=4cm24cm2As=4cm24cm2As=4cm24cm2As=6cm24cm2As=4cm24cm2As=6cm24cm2=0.00270.0027=0.00270.0027=0.00270.0027=0.00410.0027=0.00270.0027=0.00410.0027Ku=9.37kg/cm29.37kg/cm2Ku=9.37kg/cm29.37kg/cm2Ku=9.37kg/cm29.37kg/cm2Ku=13.82kg/cm29.37kg/cm2Ku=9.37kg/cm29.37kg/cm2Ku=13.82kg/cm29.37kg/cm2Mu=8.16tn.m8.16tn.mMu=8.16tn.m8.16tn.mMu=8.16tn.m8.16tn.mMu=12.03tn.m8.16tn.mMu=8.16tn.m8.16tn.mMu=12.03tn.m8.16tn.mMn=9.06tn.m9.06tn.mMn=9.06tn.m9.06tn.mMn=9.06tn.m9.06tn.mMn=13.37tn.m9.06tn.mMn=9.06tn.m9.06tn.mMn=13.37tn.m9.06tn.mWu=2.7875tn/mWu=2.7875tn/mWu=2.7875tn/mWu=4.8tn/mWu=4.1tn/mWu=4.8tn/m

Diseo 1Diseo 2Diseo 1Diseo 2Diseo 1Diseo 2Diseo 1Diseo 2Diseo 1Diseo 2Diseo 1Diseo 2

Vud=8.843835512tnVud=7.7333244009tnVud=8.5778054444tnVud=7.1561804444tnVud=8.843835512tnVud=7.7333244009tnVud=13.6995288671tnVu=12.3251566449tnVud=9.814982803tnVu=7.7609814519tnVud=13.6995288671tnVu=12.3251566449tnVud/=10.40tnVud/=9.10tnVud/=10.09tnVud/=8.42tnVud/=10.40tnVud/=9.10tnVud/=16.12tnVu/=14.50tnVud/=11.55tnVu/=9.13tnVud/=16.12tnVu/=14.50tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVc=11.33tnVud/

Analisis 2 Edificio 2014-B

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