Trabajo Escalonado - Estructuras - UNIVERSIDAD NACIONAL DE TRUJILLO

PREDIMENSIONAMIENTO

VIGASPORTICOAncho TributarioLuzAncho de seccinPeralteSeccinB (m)Ln (m)b (m)h (m)(m x m)B/20Ln/11b x hP1 , P2 , P3, P4 , P5 , P65.156.010.25750.5460.30 x 0.55

COLUMNASbD = P/(n fc)

TIPO DE COLUMNADESCRIPCINnPC1Columna 0.301.10 PG(para los primerosInteriorpisos)C1Columna 0.251.10 PG(para los 4 ltimosInteriorpisos superiores)C2, C3Extremas0.251.25 PGC4Esquineras0.201.50 PG

COLUMNA TIPO C1 (CENTRAL)PISOREAPESO POR m2 PGA (m2)Peso (Tn/m2)(Tn)A*N*Peso126.120126.12226.12126.12326.12126.1278.36

COLUMNA TIPO C2, C3 (EXTREMA)PISOREAPESO POR m2 PGA (m2)Peso (Tn/m2)(Tn)A*N*Peso115.119115.11927.917.937.917.930.919

COLUMNA TIPO C4 (ESQUINERA)PISOREAPESO POR m2 PGA (m2)Peso (Tn/m2)(Tn)A*N*Peso17.95017.9527.9517.9537.9517.9523.85

f'c = 280kg/cm2

TIPO DE COLUMNA PGbDbDSeccin(Tn)(cm2)(cm x cm) P/(n fc)C178.361026.14332.03335X35C2, C330.919552.12523.49730X30C423.85638.83925.27530X30PARA UNIFORMIZAR USAMOS COLUMNAS35X35

Pseudo-Tridimensional

ANALISIS PSEUDO-TRIDIMENSIONAL

RIGIDEZ LATERAL DE LOS PORTICOS (COORDENADAS LOCALES )

PORTICO IE=2100000COORDENADAS LOCALES

VIGAS30X55DIMENSIONESINERCIA35X3535X353.09bhbh3/120.30.550.00415937530X5530X55COLUMNAS 35X3535X3535X353.04DIMENSIONESINERCIAbhbh3/1230X5530X550.350.350.001250520835X3535X3535X353.53

5.196.01

MATRIZ DE COMPATIBILIDAD

DEFORMADASELEMENTO1234567891011a10.000.33-0.330.001.000.000.000.000.000.000.0020.000.33-0.331.000.000.000.000.000.000.000.00b10.000.000.280.000.000.000.000.000.000.000.0020.000.000.280.001.000.000.000.000.000.000.00c10.33-0.330.000.000.000.001.000.000.000.000.0020.33-0.330.000.000.001.000.000.000.000.000.00d10.000.33-0.330.000.000.000.001.000.000.000.0020.000.33-0.330.000.000.001.000.000.000.000.00MATRIZ DE RIGIDEZ (LOCAL)e10.000.000.280.000.000.000.000.000.000.000.0020.000.000.280.000.000.000.001.000.000.000.00a34551728h29761488f10.33-0.330.000.000.000.000.000.000.001.000.00172834551488297620.33-0.330.000.000.000.000.000.001.000.000.00b29761488i67323366g10.000.33-0.330.000.000.000.000.000.000.001.00148829763366673220.000.33-0.330.000.000.000.000.000.001.000.00c33991700j67323366h10.000.000.280.000.000.000.000.000.000.000.00170033993366673220.000.000.280.000.000.000.000.000.000.001.00d34551728k58132907i10.000.000.001.000.000.000.000.000.000.000.00172834552907581320.000.000.000.000.000.001.000.000.000.000.00e29761488l58132907j10.000.000.000.001.000.000.000.000.000.000.00148829762907581320.000.000.000.000.000.000.001.000.000.000.00f33991700m58132907k10.000.000.000.000.001.000.000.000.000.000.00170033992907581320.000.000.000.000.000.000.000.001.000.000.00g34551728l10.000.000.000.000.000.001.000.000.000.000.001728345520.000.000.000.000.000.000.000.000.001.000.00m10.000.000.000.000.000.000.001.000.000.000.0020.000.000.000.000.000.000.000.000.000.001.00

MATRIZ DE RIGIDEZ GLOBAL

K=2193-2193000167216720167216720-21935648-345517281728-1672561728-16725617280-34555617-1728-4600-1728-4600-1728-46001728-172810187172803366000001728-4601728131630033660001672-1672000921317000290700167256-172833660170019400172802907001728-4600336601728189770029071672-1672000290700921317000167256-172800029070170012668172801728-460000029070172812245

F=0.00192454230.00117783180.0006238406-0.000050692-0.0001138729-0.0000966394-0.0000724826-0.0000480411-0.0000808036-0.0001312352-0.00011285220.00117783180.00111068150.0006190924-0.0000568159-0.0001045317-0.0000072918-0.0000267129-0.00004760920.0000001089-0.0000541702-0.00011453190.00062384060.00061909240.0005451403-0.0000015669-0.00005602020.0000001779-0.0000044618-0.0000234521-0.0000006858-0.0000012574-0.0000611457-0.000050692-0.0000568159-0.00000156690.0001152035-0.00000971750.0000035929-0.00001823320.0000078185-0.00000424790.00001085690.0000045699-0.0001138729-0.0001045317-0.0000560202-0.00000971750.00009183060.00000008180.0000071758-0.00001103190.00000091740.00000407570.0000146902-0.0000966394-0.00000729180.00000017790.00000359290.00000008180.0001355298-0.0000070820.000001603-0.00003000220.0000187317-0.000001988-0.0000724826-0.0000267129-0.0000044618-0.00001823320.0000071758-0.0000070820.0000629219-0.00000560130.0000119778-0.0000077920.0000060308-0.0000480411-0.0000476092-0.00002345210.0000078185-0.00001103190.000001603-0.00000560130.0000603631-0.00000155670.0000061216-0.000009356-0.00008080360.0000001089-0.0000006858-0.00000424790.0000009174-0.00003000220.0000119778-0.00000155670.0001346275-0.00001048830.0000018083-0.0001312352-0.0000541702-0.00000125740.00001085690.00000407570.0000187317-0.0000077920.0000061216-0.00001048830.0001006174-0.000008054-0.0001128522-0.0001145319-0.00006114570.00000456990.0000146902-0.0000019880.0000060308-0.0000093560.0000018083-0.0000080540.0000988914

0.00192454230.00117783180.0006238406Flateral =0.00117783180.00111068150.00061909240.00062384060.00061909240.0005451403

1492-1718244Klateral=-17184432-3067244-30675038

PORTICO IIE=2100000COORDENADAS LOCALES

VIGAS30X55DIMENSIONESINERCIA35X3535X353.09bhbh3/120.30.550.00415937530X5530X55COLUMNAS 35X3535X3535X353.04DIMENSIONESINERCIAbhbh3/1230X5530X550.350.350.001250520835X3535X3535X353.53

5.196.01


DEFORMADASELEMENTO1234567891011a10.000.33-0.330.001.000.000.000.000.000.000.0020.000.33-0.331.000.000.000.000.000.000.000.00b10.000.000.280.000.000.000.000.000.000.000.0020.000.000.280.001.000.000.000.000.000.000.00c10.33-0.330.000.000.000.001.000.000.000.000.0020.33-0.330.000.000.001.000.000.000.000.000.00d10.000.33-0.330.000.000.000.001.000.000.000.0020.000.33-0.330.000.000.001.000.000.000.000.00MATRIZ DE RIGIDEZ (LOCAL)e10.000.000.280.000.000.000.000.000.000.000.0020.000.000.280.000.000.000.001.000.000.000.00a34551728h29761488f10.33-0.330.000.000.000.000.000.000.001.000.00172834551488297620.33-0.330.000.000.000.000.000.001.000.000.00b29761488i67323366g10.000.33-0.330.000.000.000.000.000.000.001.00148829763366673220.000.33-0.330.000.000.000.000.000.001.000.00c33991700j67323366h10.000.000.280.000.000.000.000.000.000.000.00170033993366673220.000.000.280.000.000.000.000.000.000.001.00d34551728k58132907i10.000.000.001.000.000.000.000.000.000.000.00172834552907581320.000.000.000.000.000.001.000.000.000.000.00e29761488l58132907j10.000.000.000.001.000.000.000.000.000.000.00148829762907581320.000.000.000.000.000.000.001.000.000.000.00f33991700m58132907k10.000.000.000.000.001.000.000.000.000.000.00170033992907581320.000.000.000.000.000.000.000.001.000.000.00g34551728l10.000.000.000.000.000.001.000.000.000.000.001728345520.000.000.000.000.000.000.000.000.001.000.00m10.000.000.000.000.000.000.001.000.000.000.0020.000.000.000.000.000.000.000.000.000.001.00


K=2193-2193000167216720167216720-21935648-345517281728-1672561728-16725617280-34555580-1728-4700-1728-4700-1728-47001728-172810187172803366000001728-4701728131630033660001672-1672000921317000290700167256-172833660170019400172802907001728-4700336601728189770029071672-1672000290700921317000167256-172800029070170012668172801728-470000029070172812245

F=0.00193521550.00118846450.0006338431-0.0000507053-0.0001143504-0.0000966379-0.0000725206-0.000048241-0.0000808094-0.0001312459-0.00011337330.00118846450.00112127380.0006290545-0.0000568292-0.0001050092-0.0000072903-0.0000267509-0.0000478090.0000001031-0.0000541809-0.0001150530.00063384310.00062905450.0005544721-0.0000015803-0.00005649770.0000001794-0.0000044998-0.000023652-0.0000006916-0.0000012681-0.0000616669-0.0000507053-0.0000568292-0.00000158030.0001152035-0.00000971750.0000035929-0.00001823320.0000078185-0.00000424790.00001085690.0000045699-0.0001143504-0.0001050092-0.0000564977-0.00000971750.00009183060.00000008180.0000071758-0.00001103190.00000091740.00000407570.0000146902-0.0000966379-0.00000729030.00000017940.00000359290.00000008180.0001355298-0.0000070820.000001603-0.00003000220.0000187317-0.000001988-0.0000725206-0.0000267509-0.0000044998-0.00001823320.0000071758-0.0000070820.0000629219-0.00000560130.0000119778-0.0000077920.0000060308-0.000048241-0.000047809-0.0000236520.0000078185-0.00001103190.000001603-0.00000560130.0000603631-0.00000155670.0000061216-0.000009356-0.00008080940.0000001031-0.0000006916-0.00000424790.0000009174-0.00003000220.0000119778-0.00000155670.0001346275-0.00001048830.0000018083-0.0001312459-0.0000541809-0.00000126810.00001085690.00000407570.0000187317-0.0000077920.0000061216-0.00001048830.0001006174-0.000008054-0.0001133733-0.000115053-0.00006166690.00000456990.0000146902-0.0000019880.0000060308-0.0000093560.0000018083-0.0000080540.0000988914

0.00193521550.00118846450.0006338431Flateral =0.00118846450.00112127380.00062905450.00063384310.00062905450.0005544721

1492-1718244Klateral=-17184432-3064244-30645001

PORTICO III

E=2100000COORDENADAS LOCALES30X5530X5535X3535X3535X353.53VIGASDIMENSIONESINERCIAbhbh3/125.106.080.30.550.004159375COLUMNAS DIMENSIONESINERCIAbhbh3/120.350.350.0012505208

MATRIZ DE RIGIDEZ (LOCAL)MATRIZ DE COMPATIBILIDAD

DEFORMADASa29761488ELEMENTOSD1D2D3D414882976a10.282000b2976148820.28210014882976b10.282000c2976148820.28201014882976c10.282000d6851342620.28200134266851d10100e574728732001028735747e1001020001


K=2125.10951276021257.35646171651257.35646171651257.35646171651257.35646171659826.97698977413425.616681855901257.35646171653425.616681855915573.48192398462873.25246710531257.356461716502873.25246710538722.2485602728

F=0.0005647245-0.000066323-0.0000170204-0.0000758011-0.0000663230.0001185961-0.00002395190.0000174509-0.0000170204-0.00002395190.0000749574-0.0000222386-0.00007580110.0000174509-0.00002223860.0001329022

F lateral=0.0005647245

K lateral=000000001770.77499267PORTICO IV

E=2100000COORDENADAS LOCALES30X5535X3535X353.09VIGASDIMENSIONESINERCIA30X55bhbh3/1235X3535X353.040.30.550.004159375COLUMNAS 30X5530X55DIMENSIONESINERCIA35X3535X3535X353.53bhbh3/120.350.350.00125052085.35.40


DEFORMADASELEMENTO12345678910a10.3278688525-0.32786885250010000020.3278688525-0.327868852501000000b100.33-0.33333333330000000200.33-0.33333333330110000c1000.281690140800000002000.28169014080010000MATRIZ DE RIGIDEZ (LOCAL)d10.3278688525-0.32786885250000010020.3278688525-0.327868852500001000a33991700g29761488e100.33-0.333333333300000101700339914882976200.33-0.33333333330000100b34551728h65923296f1000.2816901408000000017283455329665922000.28169014080000010c29761488i65923296g1000.2816901408000000014882976329665922000.28169014080000001d33991700j65923296h10001000000170033993296659220000001000e34551728k64703235i10000100000172834553235647020000000100f29761488j100000100001488297620000000010k1000000001020000000001


K=2193-219301672167201672167200-21934496-2304-1672561728-167256172800-230444290-1728-4700-1728-47012571672-167209992170003296000167256-17281700134473455032960001728-470034551302300329601672-167203296009992170000167256-17280329601700134471728001728-470003296017281949332350012570000032359446

F=0.00216624660.00138036930.0006107612-0.0000852567-0.000120439-0.0001124967-0.0000780657-0.0001487656-0.0000656364-0.00005881990.00138036930.00127694570.0006132334-0.0000089762-0.0000470789-0.0001192809-0.0000009715-0.0000786108-0.0000611727-0.00006067780.00061076120.00061323340.0005568319-0.00000212110.000010326-0.00005916210.0000023589-0.0000073216-0.0000190444-0.0000675984-0.0000852567-0.0000089762-0.00000212110.0001250436-0.00001078510.0000043969-0.0000314110.0000171925-0.00000166430.0000008523-0.000120439-0.00004707890.000010326-0.00001078510.000100959-0.0000227280.0000178411-0.00001180510.000010114-0.0000048384-0.0001124967-0.0001192809-0.00005916210.0000043969-0.0000227280.0000992473-0.00000504950.0000144832-0.00001084410.0000115891-0.0000780657-0.00000097150.0000023589-0.0000314110.0000178411-0.00000504950.0001251219-0.00001044480.0000020936-0.000001031-0.0001487656-0.0000786108-0.00000732160.0000171925-0.00001180510.0000144832-0.00001044480.0000970636-0.00000468930.0000025806-0.0000656364-0.0000611727-0.0000190444-0.00000166430.000010114-0.00001084410.0000020936-0.00000468930.0000615905-0.0000185588-0.0000588199-0.0000606778-0.00006759840.0000008523-0.00000483840.0000115891-0.0000010310.0000025806-0.00001855880.0001212205

0.00216624660.00138036930.0006107612Flateral =0.00138036930.00127694570.00061323340.00061076120.00061323340.0005568319

1507-1773299Klateral=-17733747-2183299-21833871PORTICO V

E=2100000COORDENADAS LOCALES30X5535X3535X353.09VIGASDIMENSIONESINERCIA30X55bhbh3/1235X3535X353.040.30.550.004159375COLUMNAS 30X5530X55DIMENSIONESINERCIA35X3535X3535X353.53bhbh3/120.350.350.00125052085.34.20


DEFORMADASELEMENTO12345678910a10.3278688525-0.32786885250010000020.3278688525-0.327868852501000000b100.33-0.33333333330000000200.33-0.33333333330110000c1000.281690140800000002000.28169014080010000MATRIZ DE RIGIDEZ (LOCAL)d10.3278688525-0.32786885250000010020.3278688525-0.327868852500001000a33991700g29761488e100.33-0.333333333300000101700339914882976200.33-0.33333333330000100b34551728h65923296f1000.2816901408000000017283455329665922000.28169014080000010c29761488i65923296g1000.2816901408000000014882976329665922000.28169014080000001d33991700j65923296h10001000000170033993296659220000001000e34551728k83194159i10000100000172834554159831920000000100f29761488j100000100001488297620000000010k1000000001020000000001


K=2193-219301672167201672167200-21934496-2304-1672561728-167256172800-230444290-1728-4700-1728-47012571672-167209992170003296000167256-17281700134473455032960001728-470034551302300329601672-167203296009992170000167256-17280329601700134471728001728-4700032960172821342415900125700000415911294

F=0.00214828080.00136281960.0005985984-0.0000853899-0.0001195827-0.0001125344-0.0000778925-0.0001491162-0.0000589219-0.00004493990.00136281960.00125978660.0006012146-0.0000090999-0.0000462803-0.0001192597-0.0000008102-0.0000789349-0.0000548146-0.00004674370.00059859840.00060121460.0005474104-0.00000215620.0000105791-0.0000586870.0000024079-0.0000073996-0.0000162314-0.0000549628-0.0000853899-0.0000090999-0.00000215620.0001250401-0.00001076360.0000043734-0.00003140650.0000171826-0.00000153420.000000805-0.0001195827-0.00004628030.0000105791-0.00001076360.0001008283-0.00002258850.0000178141-0.00001174450.0000093172-0.0000046089-0.0001125344-0.0001192597-0.0000586870.0000043734-0.00002258850.0000990361-0.00000502030.0000144152-0.00001009940.0000102526-0.0000778925-0.00000081020.0000024079-0.00003140650.0000178141-0.00000502030.0001251163-0.00001043230.0000019292-0.0000009785-0.0001491162-0.0000789349-0.00000739960.0000171826-0.00001174450.0000144152-0.00001043230.0000970354-0.00000432570.0000024168-0.0000589219-0.0000548146-0.0000162314-0.00000153420.0000093172-0.00001009940.0000019292-0.00000432570.000056552-0.0000190192-0.0000449399-0.0000467437-0.00005496280.000000805-0.00000460890.0000102526-0.00000097850.0000024168-0.00001901920.0001016616

0.00214828080.00136281960.0005985984Flateral =0.00136281960.00125978660.00060121460.00059859840.00060121460.0005474104

1506.7-1772.9299.5Klateral=-1772.93754.2-2184.5299.5-2184.53898.5PORTICO VI

E=2100000COORDENADAS LOCALES30X5535X3535X353.04VIGASDIMENSIONESINERCIA30X5530X55bhbh3/1235X3535X3535X353.530.30.550.004159375COLUMNAS DIMENSIONESINERCIA5.273.43bhbh3/120.350.350.0012505208


DEFORMADASELEMENTO1234567a10.3333333333-0.33333333330100020.3333333333-0.333333333310000MATRIZ DE RIGIDEZ (LOCAL)b100.281690140800000200.281690140801000a3455.38651315791727.693256579e29761488c10.3333333333-0.3333333333000101727.6932565793455.38651315791488297620.3333333333-0.333333333300100b29761488f66303315d100.2816901408000001488297633156630200.281690140800010c3455.38651315791727.693256579g66303315e100.2816901408000001727.6932565793455.386513157933156630200.281690140800001d29761488h101865093f100100001488297650931018620000100g1000100020000010h1000001020000001MATRIZ DE RIGIDEZ GLOBAL K=2303.5910087719-2303.59100877191727.6932565791727.6932565791727.6932565791727.6932565790-2303.59100877194428.7005215322-1727.693256579-470.3367948625-1727.693256579-470.33679486251257.35646171651727.693256579-1727.69325657910085.1303461751727.6932565793314.8719165085001727.693256579-470.33679486251727.69325657913060.873972237303314.871916508501727.693256579-1727.6932565793314.8719165085010085.1303461751727.69325657901727.693256579-470.336794862503314.87191650851727.69325657923247.09846203325093.11224489801257.35646171650005093.11224489813161.9681158582F=0.00127804050.0005970844-0.0000667826-0.0001259541-0.0000860854-0.000050313-0.00003757020.00059708440.00053963810.0000024349-0.0000561114-0.0000081035-0.000014815-0.0000458186-0.00006678260.00000243490.0001225511-0.0000096962-0.00003004810.0000094831-0.0000039022-0.0001259541-0.0000561114-0.00000969620.00009461560.0000165881-0.0000083840.0000086045-0.0000860854-0.0000081035-0.00003004810.00001658810.000123416-0.00000598020.0000030882-0.000050313-0.0000148150.0000094831-0.000008384-0.00000598020.0000522118-0.0000187884-0.0000375702-0.0000458186-0.00000390220.00000860450.0000030882-0.00001878840.0000876238Flateral =0.00127804050.00059708441619.7099704334-1792.13350452310.00059708440.0005396381-1792.13350452313836.0058554542

Klateral=0.000.000.000.003836.01-1792.130.00-1792.131619.71MATRIZ DE COMPATIBILIDAD

CENTRO DE GRAVEDAD (PLANTA 1)#REFERENCIAAREAXYMXMY1EJE A-B58.497-2.6350-154.13959502EJE B-C'38.0731.715065.29519503EJE C' CEJE 1-38.71353.95333333332.3534.4473720.476725105.2835-54.3970320.476725

X*=-0.5166719381Y*=0.1944913021PLANTA 1PLANTA 2PLANTA 3

PARA P1 Y P2EL ANGULO ES: 90D1D2D3D4D5D6D7D8D90.001.004.75000000P1=0000.001.002.640000000000.001.002.640.001.00-0.52000000P2=0000.001.00-2.640000000000.001.00-2.64PARA EL P3EL ANGULO ES: 82D1D2D3D4D5D6D7D8D90.140.99-4.64000000P3=0000.000.000.000.000.000.000000.000.000.000.000.000.00PARA EL P4, P5 Y P6 EL ANGULO ES:0D1D2D3D4D5D6D7D8D91.000.00-5.86000000P4=0001.000.00-5.550000000001.000.00-3.031.000.000.19000000P5=0001.000.000.50000000001.000.003.031.000.005.24000000P6=0001.000.005.5500000000000.000.00

0.001.004.750000000000.001.002.640000000000.001.002.640.001.00-0.520000000000.001.00-2.640000000000.001.00-2.640.140.99-4.640000000000.000.000.000.000.000.000000.000.000.000.000.000.00MATRIZ DE COMPATIBILIDAD GLOBAL = [A] = 1.000.00-5.860000000001.000.00-5.550000000001.000.00-3.031.000.000.190000000001.000.000.50000000001.000.003.031.000.005.240000000001.000.005.5500000000000.000.00

RIGIDEZ TOTAL APORTE P1APORTE P4000-0-0-000015070-8829-1773098372990-907014927088-0-1718-453602446440000000000708833667-0-8162-21547011583057-8829051739103870-57647-175505317-0-0-0000-0-0-0-177301038737470-20799-218306614-0-1718-81620443211700-0-3067-8097000000000-0-4536-2154701170030889-0-8097-2137598370-57647-207990115432121150-36709000-0-0-00002990-1755-218301211538710-1173002441158-0-3067-8097050381330100000000006443057-0-8097-2137501330135115-9070531766140-36709-11730035543

APORTE P2APORTE P5

00-0-0-0000-015070286-17730-886300090801492-776-0-171845360244-643000000000-0-7764030893-2359-0-127334286054-3370-168570172-0-0000-0-0-00-17730-337375401877-21850-6619-0-171889304432-11700-0-3064808900000000004536-2359-0-117003088908089-21354-8860-16818770939-10920-331000-0-0-0000-0300057-21850-109238980118120244-127-0-3064808905001-13203000000000-0-64333408089-21354-0-13203348559080172-66190-331011812035792

APORTE P3APORTE P6

0000000000000000000000000000000000000000000000000000000000000000003836021290000000000000000000000000000000000212900118159000000000000000000000000000000000000000000000000000000000

30130-8543-3545-0895159900029846312-0-3437004870-854363128586410050-7268-81722-169810318881-3545-0100501133802368-4367-0-5K=-0-3437-726808864-0-0-6131-889510-817222368-029630711023-8-827475990-1698-4367-011023777008204871031-0-6131-801003998008881-5-8-827478298141305

MATRIZ DE CARGASSUPONEMOS EDIFICIO DE OFICINAS, LOCLIZACION TRUJILLO --> PERFIL =P3P3Z=0.4U=1periodo fundamental del suelotp=0.9

s=1.4factor de amplificacion c=2.5Tp/T8.203125no puede ser mayor que 2.5, por lo tanto sera igual a: 2.5

T=h/350.2742857143h=9.6

factor de reduccion R=8Peso de edificacion P=195.03tnP1=AREA*1TN/M2 =105P2=AREA*1TN/M2 =58.3P3=AREA*1TN/M2 =31.73

V=ZUCSP/R34.13025TN

F=0.07*Tp*V0.65530081.92%Q1=Q2=34.11TN

PISO WiHiwi x HiFi11053.52369.6011.9380422376258.36.55381.8712.3342004845331.739.6304.619.838807277934.11PLANTA 1EXCENTRIDAD ACCIDENTAL EN X=0.05*10.3 (metros)0.5135EXCENTRIDAD ACCIDENTAL EN Y=0.05*11.1 (metros)0.555PLANTA 2EXCENTRIDAD ACCIDENTAL EN X=0.05*5.27 (metros)0.2635EXCENTRIDAD ACCIDENTAL EN Y=0.05*11.1 (metros)0.555PLANTA 3EXCENTRIDAD ACCIDENTAL EN X=0.05*5.27 (metros)0.2635EXCENTRIDAD ACCIDENTAL EN Y=0.05*6.05 (metros)0.3025

Q= 9.8PLANTA 39.83.0 MATRIZ DE CARGAS GLOBAL DE LA ESTRUCTURA 12.3PLANTA 212.36.811.9PLANTA 111.96.6

MATRIZ DE DEFORMACIONES GLOBALES MATRIZ DEFORMACIONES LOCALESMATRIZ CARGAS LOCALES

0.01288156610.01790315915.7264652355P1PISO 3 0.02268453480.01345644772.0334419521PISO 2-0.00100660540.00875248167.1929950629PISO 10.00891983930.02320796964.1123420424P2PISO 3 D = [K]-1[Q] =0.01643934210.019422236610.3007585324PISO 2-0.00112988420.01171731384.7450471747PISO 10.00694606770.02892718710P3PISO 1 0.010234897700-0.0005615213d = [A] [D] =0q = [k] [d] =00.01878027393.9595745765P4PISO 3 0.01519069694.7622356697PISO 20.00864747715.9421183107PISO 10.01269031115.8792327014P5PISO 3 0.0083548972-2.5895446111PISO 20.00524465835.9959239269PISO 10.00760695370P6PISO 20.002648981710.1615094259PISO 10-4.7473289105

PORTICO 1

Cargas laterales del portico 1 MATRIZ DE CARGASMATRIZ DE DEFORMACIONES GLOBALES30X5535X3535X353.095.7264652355PISO 3 5.72646523550.01790315912.0334419521PISO 22.03344195210.013456447730X5530X557.1929950629PISO 17.19299506290.008752481635X3535X3535X353.040-0.0004170882MATRIZ DE DEFORMACIONES LOCALES0-0.001267601630X5530X55Q = 0[D] = -0.000566950135X3535X3535X353.53[d] =a10.000300-0.000501481620.001150-0.0005406074b10.002490-0.00046743025.196.0120.001220-0.0008707102c10.000960-0.0013189589MATRIZ DE RIGIDEZ (LOCAL)20.00089d10.00103MATRIZ DE CARGAS LOCALESa1890945h161180520.0010794518908051611e10.00249[q] =a11.6553325491b1611805i5198259920.0019522.4590677805161125995198f10.00059b14.9869419708c1859930j5198259920.0009923.9660185057930185925995198g10.00025c12.6062490763d1890945k4360218020.0007022.5453956488945189021804360h10.00249d12.9495998549e1611805l4360218020.0011722.9865736991805161121804360i1-0.00042e15.572461463f1859930m436021802-0.0005025.1370574901930185921804360j1-0.00127f12.0123517258g18909452-0.0005422.38720377439451890k1-0.00057g11.12959462352-0.0004721.5531896466l1-0.00050h14.945578962-0.0008723.8832924842m1-0.00054i1-3.47138865072-0.001322-3.6907279499j1-7.994062322-6.1045971454k1-3.49127244772-3.2742959894l1-4.08504385772-4.8900479133m1-5.23293678792-6.9299239989

PORTICO 2

Cargas laterales del portico 2MATRIZ DE CARGASMATRIZ DE DEFORMACIONES GLOBALES30X5535X3530X303.094.1123420424PISO 3 4.11234204240.023207969610.3007585324PISO 210.30075853240.019422236630X5530X554.7450471747PISO 14.74504717470.011717313830X3035X3530X303.040-0.0008014002MATRIZ DE DEFORMACIONES LOCALES0-0.001820005930X5530X55Q = 0[D] = -0.00047165230X3035X3530X303.53[d] =a10.000750-0.000595135820.001770-0.0008030827b10.003300-0.00033453595.196.0120.001480-0.0011038499c10.000650-0.0019439753MATRIZ DE RIGIDEZ (LOCAL)20.00077d10.00177MATRIZ DE CARGAS LOCALESa1890945h161180520.0019794518908051611e10.00330[q] =a13.1b1611805i5198259920.0025024.0805161125995198f10.00014b16.5c34441722j5198259920.0009125.01722344425995198g10.00062c13.6d35011751k4360218020.0014623.81751350121804360h10.00330d19.6e29841492l4360218020.00136210.01492298421804360i1-0.00080e113.6f1859930m436021802-0.00060212.4930185921804360j1-0.00182f11.1g18909452-0.0008021.89451890k1-0.00047g12.62-0.0003323.4l1-0.00060h16.42-0.0011024.8m1-0.00080i1-5.72-0.001942-5.2j1-11.52-8.9k1-2.82-2.5l1-5.02-6.1m1-7.72-10.2

PORTICO 3

30X5030X50Cargas laterales del portico 3MATRIZ DE CARGASMATRIZ DE DEFORMACIONES GLOBALES30X3030X3030X303.530PISO 100Q = 0[D] = 05.106.08MATRIZ DE DEFORMACIONES LOCALES0000MATRIZ DE RIGIDEZ (LOCAL)[d] =a10.0000020.00000MATRIZ DE CARGAS LOCALESa29761488b10.000001488297620.00000[q] =a10.0b29761488c10.0000020.01488297620.00000b10.0c29761488d10.0000020.01488297620.00000c10.0d68513426e10.0000020.03426685120.00000d10.0e5747287320.028735747e10.020.0

PORTICO 4

Cargas laterales del portico 4MATRIZ DE CARGASMATRIZ DE DEFORMACIONES GLOBALES30X5030X3030X303.093.9595745765PISO 3 3.95957457650.01884.7622356697PISO 24.76223566970.015230X505.9421183107PISO 15.94211831070.008630X3030X303.040-0.0004MATRIZ DE DEFORMACIONES LOCALESQ = 0[D] = -0.000630X5030X500-0.001430X3030X3030X303.53[d] =a10.000540-0.000320.000780-0.0010b10.002180-0.00075.35.4020.000180-0.0009c10.00244MATRIZ DE RIGIDEZ (LOCAL)20.00107d10.00017MATRIZ DE CARGAS LOCALESa33991700g2976148820.000881700339914882976e10.00152[q] =a13.2b34551728h6592329620.0011723.61728345532966592f10.00244b17.8c29761488i6592329620.0017724.41488297632966592g10.00244c18.8d33991700j6592329620.0015126.81700339932966592h1-0.00039d12.1e34551728k647032352-0.0003023.31728345532356470i1-0.00064e17.3f297614882-0.0010126.714882976j1-0.00137f19.92-0.0006628.9k1-0.00066g19.52-0.0009228.1h1-3.62-3.3i1-7.52-8.7j1-11.22-8.9k1-7.32-8.1

PORTICO 5

Cargas laterales del portico 5MATRIZ DE CARGASMATRIZ DE DEFORMACIONES GLOBALES30X5030X3035X353.095.8792327014PISO 3 5.87923270140.0127-2.5895446111PISO 2-2.58954461110.008430X505.9959239269PISO 15.99592392690.005230X3035X353.040-0.0005MATRIZ DE DEFORMACIONES LOCALESQ = 0[D] = -0.000530X5030X500-0.000730X3035X3530X303.53[d] =a10.000900-0.000420.000930-0.0007b10.001040-0.00035.34.202-0.000190-0.0005c10.00148MATRIZ DE RIGIDEZ (LOCAL)20.00077d10.00070MATRIZ DE CARGAS LOCALESa33991700g2976148820.000981700339914882976e10.00073[q] =a14.6b34551728h6592329620.0003224.71728345532966592f10.00148b13.3c29761488i6592329620.0011821.11488297632966592g10.00148c15.5d33991700j6592329620.0010024.51700339932966592h1-0.00049d14.1e34551728k831941592-0.0004424.51728345541598319i1-0.00052e13.1f297614882-0.0007222.414882976j1-0.00070f16.12-0.0003025.7k1-0.00030g15.92-0.0004725.2h1-4.72-4.5i1-5.82-6.4j1-5.62-4.3k1-4.52-5.2

PORTICO 6

Cargas laterales del portico 6MATRIZ DE CARGASMATRIZ DE DEFORMACIONES GLOBALES30X5030X3030X303.000PISO 2Q = 0.00[D] = 0.006110.1615094259PISO 110.160.005530X5030X500.000.000030X3030X3030X303.53MATRIZ DE DEFORMACIONES LOCALES0.00-0.00060.00-0.0001[d] =a1-0.000380.00-0.00025.33.420.000220.00-0.0005b10.00154MATRIZ DE RIGIDEZ (LOCAL)20.00097MATRIZ DE CARGAS LOCALESc10.00004a34551728e2976148820.00011[q] =a1-0.91728345514882976d10.0015420.1b29761488f6630331520.00139b16.01488297633156630e10.0015425.2c34551728g6630331520.00108c10.31728345533156630f10.0000220.5d29761488h1018650932-0.00008d16.714882976509310186g1-0.0005726.42-0.00015e16.2h1-0.0001525.52-0.00047f1-0.12-0.5g1-4.32-2.9h1-3.92-5.5

1234578109116abdegfhcijklm1234abcde12389710456ahbdcijkfged12389710456ahbdcijkfged12567abcdefgh34C'ORIGENYX1477258369PORTICO1PORTICO2PORTICO3PORTICO4PORTICO5PORTICO6PORTICO4PORTICO1PORTICO2PORTICO5PORTICO6PORTICO4PORTICO1PORTICO5PORTICO21234578109116abdegfhcijklm123123012312312

PORTICO 1

30X55MATRIZ DE COMPATIBILIDAD35x3535x353.09DEFORMADAS30X5530X55ELEMENTO123456789101135x3535x3535x353.04a10.000.33-0.330.001.000.000.000.000.000.000.0020.000.33-0.331.000.000.000.000.000.000.000.0030X5530X55b10.000.000.280.000.000.000.000.000.000.000.0035x3535x3535x353.5320.000.000.280.001.000.000.000.000.000.000.00c10.33-0.330.000.000.000.001.000.000.000.000.0020.33-0.330.000.000.001.000.000.000.000.000.005.196.01d10.000.33-0.330.000.000.000.001.000.000.000.0020.000.33-0.330.000.000.001.000.000.000.000.00e10.000.000.280.000.000.000.000.000.000.000.0020.000.000.280.000.000.000.001.000.000.000.00f10.33-0.330.000.000.000.000.000.000.001.000.0020.33-0.330.000.000.000.000.000.001.000.000.00g10.000.33-0.330.000.000.000.000.000.000.001.0020.000.33-0.330.000.000.000.000.000.001.000.00h10.000.000.280.000.000.000.000.000.000.000.0020.000.000.280.000.000.000.000.000.000.001.00i10.000.000.001.000.000.000.000.000.000.000.0020.000.000.000.000.000.001.000.000.000.000.00j10.000.000.000.001.000.000.000.000.000.000.0020.000.000.000.000.000.000.001.000.000.000.00k10.000.000.000.000.001.000.000.000.000.000.0020.000.000.000.000.000.000.000.001.000.000.00l10.000.000.000.000.000.001.000.000.000.000.0020.000.000.000.000.000.000.000.000.001.000.00m10.000.000.000.000.000.000.001.000.000.000.0020.000.000.000.000.000.000.000.000.000.001.00MATRIZ DE RIGIDEZ2193-2193000167216720167216720-21935648-345517281728-1672561728-16725617280-34555617-1728-4600-1728-4600-1728-46001728-172810187172803366000001728-4601728131630033660001672-1672000921317000290700167256-172833660170019400172802907001728-4600336601728189770029071672-1672000290700921317000167256-172800029070170012668172801728-460000029070172812245METRADO CARGAS VERTICALES

CARGA MUERTA PRIMER PISOSEGUNDO PISOTERCER PISO

PESO PROPIO =0.396PESO PROPIO =0.396PESO PROPIO =0.396PESO LOSA =0.792PESO LOSA =0.792PESO LOSA =0.792ACABADOS =0.264ACABADOS =0.264ACABADOS =0.264TABIQUERIA=0.264TABIQUERIA=0.264TABIQUERIA=0.264TOTAL1.716TOTAL1.716TOTAL1.7160001.716000011.071.71601.71601.71611.07011.071.7166.021.71611.0706.020ANALISIS MATRICIAL de carga muerta0.000.000.003.053.65Q = 3.655.1831.541.54-5.183.52-5.18-5.185.056.02D = -0.0000811776d =0.0003q =1.094a10.00007825640.00051.24420.00004282110.00000.288b10.0004797250.00030.54720.00032138-0.00011.357c10.00101465560.00103.1642-0.00003487220.00010.453d10.0001289955-0.00000.1662-0.00110374690.00000.246e1-0.00041318980.00010.4392-0.0006533029-0.0005-1.940f1-0.0012-2.5822-0.0006-1.592g1-0.0004-1.36520.0000-0.497h1-0.0006-1.02320.00052.403i1-0.00001.06620.00032.006j10.00011.50620.00102.018k1-0.0011-2.6012-0.0000-1.053l1-0.0004-1.87820.0001-0.862m1-0.0007-2.5672CARGA VIVAPRIMER PISOSEGUNDO PISOTERCER PISO

CARGA VIVA =0.66CARGA VIVA =0.66CARGA VIVA =0.6600000000.6600.6600.6611.070.6611.070.666.020.6611.07011.0706.020ANALISIS MATRICIAL DE CARGA VIVAQ = 0.000.000.003.051.401.401.9930.590.59-1.993.52-1.99-1.995.056.02D = -0.00003d =0.0001281507q =0.421a10.000030.00018905260.47820.000020.00000463930.111b10.000180.0001282470.21020.00012-0.00003351760.522c10.000390.0003701471.2172-0.000010.00005415660.174d10.00005-0.00000886940.0642-0.000420.00000463930.095e1-0.000160.0000542530.1692-0.00025-0.0001790243-0.746f1-0.0004446232-0.9932-0.0002467273-0.612g1-0.0001543762-0.52520.0000046393-0.191h1-0.000246631-0.39420.00018450960.924i1-0.00001341240.41020.00012360770.771j10.00004961370.57920.00039025210.776k1-0.000424518-1.0002-0.0000134124-0.405l1-0.0001589192-0.72220.0000496137-0.331m1-0.0002512703-0.9872MOMENTOS FLECTORES Y FUERZAS CORTANTES PARA VIGAS

CARGA VIVA VIGA (PISO 3 - EJE 2 & EJE 3)VIGA (PISO 2 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 2 & EJE 3)6.015.196.01W=0.66tn/mW=0.66tn/mW=0.66tn/mPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES0.776k1-0.405l10.924i1-1.0002-0.72220.4102PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQMQM# PTOXQMQM# PTOXQMQM10.01.9831.987-0.0370.77610.01.7131.481-0.217-0.40510.01.9831.9870.2220.92420.61.5870.914-0.0370.79920.51.3700.681-0.217-0.29220.61.5870.9140.2220.79131.21.1900.079-0.0370.82131.01.0280.059-0.217-0.18031.21.1900.0790.2220.65741.80.793-0.517-0.0370.84341.60.685-0.385-0.217-0.06741.80.793-0.5170.2220.52452.40.397-0.874-0.0370.86652.10.343-0.652-0.2170.04652.40.397-0.8740.2220.39163.00.000-0.993-0.0370.88862.60.000-0.741-0.2170.15963.00.000-0.9930.2220.25773.6-0.397-0.874-0.0370.91173.1-0.343-0.652-0.2170.27173.6-0.397-0.8740.2220.12484.2-0.793-0.517-0.0370.93383.6-0.685-0.385-0.2170.38484.2-0.793-0.5170.222-0.01094.8-1.1900.079-0.0370.95594.2-1.0280.059-0.2170.49794.8-1.1900.0790.222-0.143105.4-1.5870.914-0.0370.978104.7-1.3700.681-0.2170.609105.4-1.5870.9140.222-0.276116.0-1.9831.987-0.0371.000115.2-1.7131.481-0.2170.722116.0-1.9831.9870.222-0.410VIGA (PISO1 - EJE 1 & EJE 2)VIGA (PISO1 - EJE 2 & EJE 3)5.196.01W=0.66Ton/mW=0.66Ton/mPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES0.771j1-0.331m10.5792-0.9872PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQMQM# PTOXQMQM10.01.7131.4810.2600.77110.01.9831.987-0.219-0.33120.51.3700.6810.2600.63620.61.5870.914-0.219-0.20031.01.0280.0590.2600.50131.21.1900.079-0.219-0.06841.60.685-0.3850.2600.36641.80.793-0.517-0.2190.06452.10.343-0.6520.2600.23152.40.397-0.874-0.2190.19662.60.000-0.7410.2600.09663.00.000-0.993-0.2190.32873.1-0.343-0.6520.260-0.03973.6-0.397-0.874-0.2190.46083.6-0.685-0.3850.260-0.17484.2-0.793-0.517-0.2190.59294.2-1.0280.0590.260-0.30994.8-1.1900.079-0.2190.724104.7-1.3700.6810.260-0.444105.4-1.5870.914-0.2190.856115.2-1.7131.4810.260-0.579116.0-1.9831.987-0.2190.987CARGA MUERTAVIGA (PISO 3 - EJE 2 & EJE 3)VIGA (PISO 2 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 2 & EJE 3)6.015.196.01W=1.716Ton/mW=1.716Ton/mW=1.716Ton/mPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES2.018k1-1.053l12.403i1-2.6012-1.87821.0662PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQMQM# PTOXQMQM# PTOXQMQM10.05.1575.165-0.0972.01810.04.4533.852-0.565-1.05310.05.1575.1650.5772.40320.64.1252.376-0.0972.07620.53.5621.772-0.565-0.76020.64.1252.3760.5772.05631.23.0940.207-0.0972.13431.02.6720.154-0.565-0.46731.23.0940.2070.5771.70941.82.063-1.343-0.0972.19341.61.781-1.001-0.565-0.17441.82.063-1.3430.5771.36252.41.031-2.273-0.0972.25152.10.891-1.695-0.5650.11952.41.031-2.2730.5771.01663.00.000-2.583-0.0972.30962.60.000-1.926-0.5650.41263.00.000-2.5830.5770.66973.6-1.031-2.273-0.0972.36873.1-0.891-1.695-0.5650.70573.6-1.031-2.2730.5770.32284.2-2.063-1.343-0.0972.42683.6-1.781-1.001-0.5650.99984.2-2.063-1.3430.577-0.02594.8-3.0940.207-0.0972.48494.2-2.6720.154-0.5651.29294.8-3.0940.2070.577-0.372105.4-4.1252.376-0.0972.542104.7-3.5621.772-0.5651.585105.4-4.1252.3760.577-0.719116.0-5.1575.165-0.0972.601115.2-4.4533.852-0.5651.878116.0-5.1575.1650.577-1.066VIGA (PISO1 - EJE 1 & EJE 2)VIGA (PISO1 - EJE 2 & EJE 3)5.196.01W=1.716Ton/mW=1.716Ton/mPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES2.006j1-0.862m11.5062-2.5672PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQMQM# PTOXQMQM10.04.4533.8520.6772.00610.05.1575.165-0.571-0.86220.53.5621.7720.6771.65520.64.1252.376-0.571-0.51931.02.6720.1540.6771.30331.23.0940.207-0.571-0.17641.61.781-1.0010.6770.95241.82.063-1.343-0.5710.16752.10.891-1.6950.6770.60152.41.031-2.273-0.5710.51062.60.000-1.9260.6770.25063.00.000-2.583-0.5710.85373.1-0.891-1.6950.677-0.10173.6-1.031-2.273-0.5711.19683.6-1.781-1.0010.677-0.45284.2-2.063-1.343-0.5711.53994.2-2.6720.1540.677-0.80394.8-3.0940.207-0.5711.882104.7-3.5621.7720.677-1.155105.4-4.1252.376-0.5712.225115.2-4.4533.8520.677-1.506116.0-5.1575.165-0.5712.567RESUMEN CARGA MUERTA Y CARGA VIVA VIGASVIGA (PISO 3 - EJE 1 & EJE 2) ELEMENTO KVIGA (PISO 2 - EJE 1 & EJE 2) ELEMENTO LVIGA (PISO 2 - EJE 3 & EJE 2) ELEMENTO IVIGA (PISO1 - EJE 1 & EJE 2) ELEMENTO JVIGA (PISO1 - EJE 2 & EJE 3) ELEMENTO MCARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMOCARGA MUERTACARGA VIVA CARGA SISMOCARGA MUERTACARGA VIVA CARGA SISMOCARGA MUERTACARGA VIVA CARGA VIVA # PTOQMQMQMQMQMQMQMQMQMQMQMQMQMQMQM15.0607.1831.9462.763-0.711-2.2293.8882.7991.4961.077-1.401-3.2335.7347.5682.2052.911-1.025-3.1435.1305.8581.9732.253-2.656-7.9774.5864.3031.7641.655-2.060-5.14224.0284.4521.5491.712-0.711-1.8022.9981.0121.1530.389-1.401-2.5064.7024.4321.8091.705-1.025-2.5274.2393.4261.6301.318-2.656-6.5993.5551.8571.3670.714-2.060-3.90432.9972.3411.1530.900-0.711-1.3752.107-0.3130.810-0.120-1.401-1.7793.6711.9161.4120.737-1.025-1.9113.3481.4581.2880.561-2.656-5.2212.5230.0310.9710.012-2.060-2.66741.9660.8500.7560.327-0.711-0.9471.217-1.1750.468-0.452-1.401-1.0512.6400.0191.0150.007-1.025-1.2952.458-0.0490.945-0.019-2.656-3.8421.492-1.1760.574-0.452-2.060-1.42950.934-0.0220.359-0.008-0.711-0.5200.326-1.5750.125-0.606-1.401-0.3241.608-1.2570.619-0.484-1.025-0.6781.567-1.0940.603-0.421-2.656-2.4640.461-1.7630.177-0.678-2.060-0.1916-0.097-0.273-0.037-0.105-0.711-0.093-0.565-1.514-0.217-0.582-1.4010.4030.577-1.9140.222-0.736-1.025-0.0620.677-1.6760.260-0.645-2.656-1.086-0.571-1.730-0.219-0.665-2.0601.0477-1.1280.095-0.4340.037-0.7110.335-1.455-0.989-0.560-0.381-1.4011.130-0.454-1.951-0.175-0.750-1.0250.554-0.214-1.796-0.082-0.691-2.6560.292-1.602-1.077-0.616-0.414-2.0602.2858-2.1601.083-0.8310.417-0.7110.762-2.346-0.003-0.902-0.001-1.4011.857-1.486-1.368-0.571-0.526-1.0251.170-1.105-1.454-0.425-0.559-2.6561.671-2.6330.196-1.0130.075-2.0603.5239-3.1912.691-1.2271.035-0.7111.189-3.2361.446-1.2450.556-1.4012.584-2.517-0.165-0.968-0.064-1.0251.786-1.995-0.649-0.767-0.250-2.6563.049-3.6652.088-1.4090.803-2.0604.76110-4.2224.918-1.6241.892-0.7111.617-4.1273.357-1.5871.291-1.4013.311-3.5481.657-1.3650.637-1.0252.402-2.8860.617-1.1100.237-2.6564.427-4.6964.601-1.8061.769-2.0605.99911-5.2547.766-2.0212.987-0.7112.044-5.0185.730-1.9302.204-1.4014.038-4.5794.100-1.7611.577-1.0253.018-3.7762.346-1.4520.902-2.6565.806-5.7277.733-2.2032.974-2.0607.236COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTES(PISO 3 - EJE 2 &EJE 3 )(PISO 2 - EJE 1 &EJE 2 )(PISO 2 - EJE 2 &EJE 3 )(PISO 1 - EJE 1 &EJE 2 )(PISO 1 - EJE 2 &EJE 3 )COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D - 0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S110.3928.0469.4686.4447.72317.9865.3298.1314.1836.704111.7768.89910.9497.1058.950110.5356.22311.5344.7919.57219.4195.8789.9974.5678.27428.2746.2617.6835.0006.28026.1573.7886.5892.9365.45829.6587.1149.1645.6617.50628.7064.6819.9923.5458.32527.3014.0938.2123.1236.83036.1554.4765.8983.5564.83634.3282.2465.0481.6894.21137.5405.3297.3794.2176.06236.8773.1408.4512.2987.07835.1832.3086.4271.6795.38644.0372.6914.1132.1123.39242.4990.7053.5060.4422.96445.4223.5445.5942.7734.61845.0481.5986.9101.0515.83143.0640.5234.6420.2353.94351.9190.9062.3280.6681.94850.669-0.8371.965-0.8041.71753.3031.7593.8091.3293.17453.2190.0575.368-0.1964.58450.946-1.2622.857-1.2092.4996-0.199-0.8790.543-0.7760.5046-1.160-2.3780.424-2.0510.47061.185-0.0262.024-0.1151.73161.390-1.4853.827-1.4433.3376-1.172-3.0471.072-2.6531.0557-2.317-2.664-1.242-2.220-0.9407-2.989-3.920-1.118-3.298-0.7777-0.933-1.8110.239-1.5590.2877-0.440-3.0262.285-2.6902.0907-3.290-4.832-0.713-4.096-0.3898-4.435-4.449-3.027-3.663-2.3838-4.818-5.461-2.659-4.545-2.0238-3.051-3.596-1.546-3.002-1.1578-2.269-4.5670.744-3.9370.8448-5.408-6.617-2.498-5.540-1.8339-6.554-6.234-4.812-5.107-3.8279-6.647-7.002-4.201-5.792-3.2709-5.169-5.381-3.331-4.446-2.6019-4.098-6.109-0.798-5.183-0.4039-7.526-8.402-4.283-6.984-3.27710-8.672-8.019-6.597-6.551-5.27110-8.476-8.544-5.742-7.039-4.51710-7.287-7.166-5.116-5.890-4.04510-5.927-7.650-2.339-6.430-1.65010-9.645-10.187-6.068-8.428-4.72011-10.790-9.804-8.382-7.995-6.71511-10.306-10.085-7.284-8.286-5.76411-9.405-8.951-6.901-7.334-5.48911-7.756-9.192-3.880-7.677-2.89711-11.763-11.972-7.853-9.872-6.164COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS (PISO 3 - EJE 2 & EJE 3)(PISO 2 - EJE 1 & EJE 2)(PISO 2 - EJE 2 & EJE 3)(PISO 1 - EJE 1& EJE 2)(PISO 1 - EJE 2 & EJE 3)COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S114.75310.20314.6628.05012.06315.7491.6128.0771.0096.828115.5449.95616.2427.76713.424112.0312.16118.1161.02115.38018.8382.30612.5901.39610.65329.1445.9049.5084.6117.85522.079-0.7544.257-0.8383.67229.1035.14410.1983.9318.47927.037-0.66912.529-1.14210.73623.814-0.6907.119-0.9146.11434.8082.6775.4272.0404.5153-0.642-2.3201.237-2.0381.16333.9351.4055.2270.9634.40232.994-2.6987.743-2.6586.73930.063-2.6142.720-2.3572.44341.7450.5242.4180.3372.0424-2.414-3.085-0.983-2.592-0.69940.040-1.2611.328-1.1381.1924-0.101-3.9283.757-3.5273.3894-2.415-3.464-0.607-2.932-0.3615-0.044-0.5570.483-0.4980.4385-3.236-3.051-2.402-2.498-1.9145-2.582-2.854-1.497-2.371-1.1495-2.246-4.3570.571-3.7490.6875-3.621-3.242-2.860-2.640-2.2966-0.561-0.566-0.380-0.466-0.2996-3.109-2.217-3.022-1.757-2.4816-3.931-3.375-3.250-2.736-2.6236-3.442-3.987-1.815-3.324-1.3696-3.553-1.947-4.041-1.479-3.36470.1950.499-0.1700.434-0.1687-2.032-0.583-2.842-0.368-2.4027-4.007-2.823-3.930-2.233-3.2307-3.689-2.816-3.401-2.251-2.7787-2.2120.421-4.1490.549-3.56482.2242.6361.1122.2020.8308-0.0061.852-1.8621.667-1.6758-2.810-1.198-3.538-0.862-2.9688-2.986-0.845-4.187-0.532-3.53980.4023.862-3.1843.445-2.89795.5265.8463.4684.8372.69792.9695.086-0.0824.349-0.3019-0.3391.500-2.0721.376-1.8399-1.3341.925-4.1731.835-3.65394.2898.375-1.1467.208-1.3611010.10210.1296.8968.3415.431106.8949.1202.4997.6791.720103.4045.2710.4664.4820.158101.2685.496-3.3594.849-3.120109.44913.9611.96411.8391.0421115.95015.48511.39712.7129.0331111.76813.9545.87911.6554.387118.42010.1144.0778.4563.023114.8189.866-1.7458.509-1.9401115.88220.6206.14717.3384.313COLUMNAS

COLUMNA PISO 3 (EJE 2) ELEMENTO CCOLUMNA PISO 3 (EJE 3) ELEMENTO FCOLUMNA PISO 2 (EJE 1) ELEMENTO ACOLUMNA PISO 2 (EJE 2) ELEMENTO DCARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO # PTOQMQMQMQMQMQMQMQMQMQMQMQM11.4821.3570.5700.5221.4612.2275354636-1.482-1.940-0.570-0.7461.2011.61998960910.7791.0940.3000.4211.8172.3090393350.2060.4530.0790.1742.6523.9336728456COORD 1 21.4820.9050.5700.3481.4611.7818469627-1.482-1.488-0.570-0.5721.2011.25358406340.7790.8600.3000.3311.8171.76383036610.2060.3910.0790.1502.6523.137967735831.4820.4530.5700.1741.4611.3361584618-1.482-1.036-0.570-0.3981.2010.88717851780.7790.6270.3000.2411.8171.21862139730.2060.3290.0790.1272.6522.342262625941.4820.0010.5700.0001.4610.8904699608-1.482-0.583-0.570-0.2241.2010.52077297220.7790.3930.3000.1511.8170.67341242840.2060.2670.0790.1032.6521.546557516151.482-0.4520.570-0.1741.4610.4447814599-1.482-0.131-0.570-0.0501.2010.15436742650.7790.1590.3000.0611.8170.12820345950.2060.2050.0790.0792.6520.750852406361.482-0.9040.570-0.3481.461-0.000907041-1.4820.321-0.5700.1231.201-0.21203811910.779-0.0750.300-0.0291.817-0.41700550930.2060.1430.0790.0552.652-0.044852703571.482-1.3560.570-0.5211.461-0.446595542-1.4820.773-0.5700.2971.201-0.57844366470.779-0.3090.300-0.1191.817-0.96221447820.2060.0820.0790.0312.652-0.840557813481.482-1.8080.570-0.6951.461-0.8922840429-1.4821.225-0.5700.4711.201-0.94484921040.779-0.5420.300-0.2091.817-1.5074234470.2060.0200.0790.0082.652-1.636262923291.482-2.2600.570-0.8691.461-1.3379725438-1.4821.677-0.5700.6451.201-1.3112547560.779-0.7760.300-0.2991.817-2.05263241590.206-0.0420.079-0.0162.652-2.431968033101.482-2.7120.570-1.0431.461-1.7836610448-1.4822.130-0.5700.8191.201-1.67766030160.779-1.0100.300-0.3881.817-2.59784138480.206-0.1040.079-0.0402.652-3.2276731428111.482-3.1640.570-1.2171.461-2.2293495457-1.4822.582-0.5700.9931.201-2.04406584730.779-1.2440.300-0.4781.817-3.14305035360.206-0.1660.079-0.0642.652-4.0233782526COORD 2 COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D - 0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S13.0454.0271.1053.3910.7601-3.045-1.364-3.767-0.994-3.15711.6013.166-0.4682.727-0.54510.4233.009-2.2962.676-2.09923.0454.0271.1053.3910.7602-3.045-1.364-3.767-0.994-3.15721.6013.166-0.4682.727-0.54520.4233.009-2.2962.676-2.09933.0454.0271.1053.3910.7603-3.045-1.364-3.767-0.994-3.15731.6013.166-0.4682.727-0.54530.4233.009-2.2962.676-2.09943.0454.0271.1053.3910.7604-3.045-1.364-3.767-0.994-3.15741.6013.166-0.4682.727-0.54540.4233.009-2.2962.676-2.09953.0454.0271.1053.3910.7605-3.045-1.364-3.767-0.994-3.15751.6013.166-0.4682.727-0.54550.4233.009-2.2962.676-2.09963.0454.0271.1053.3910.7606-3.045-1.364-3.767-0.994-3.15761.6013.166-0.4682.727-0.54560.4233.009-2.2962.676-2.09973.0454.0271.1053.3910.7607-3.045-1.364-3.767-0.994-3.15771.6013.166-0.4682.727-0.54570.4233.009-2.2962.676-2.09983.0454.0271.1053.3910.7608-3.045-1.364-3.767-0.994-3.15781.6013.166-0.4682.727-0.54580.4233.009-2.2962.676-2.09993.0454.0271.1053.3910.7609-3.045-1.364-3.767-0.994-3.15791.6013.166-0.4682.727-0.54590.4233.009-2.2962.676-2.099103.0454.0271.1053.3910.76010-3.045-1.364-3.767-0.994-3.157101.6013.166-0.4682.727-0.545100.4233.009-2.2962.676-2.099113.0454.0271.1053.3910.76011-3.045-1.364-3.767-0.994-3.157111.6013.166-0.4682.727-0.545110.4233.009-2.2962.676-2.099COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S12.7874.5760.1213.905-0.1051-3.984-1.737-4.977-1.258-4.17412.2474.203-0.4153.610-0.54610.9304.717-3.1504.174-2.90721.8593.348-0.2162.871-0.3372-3.055-1.321-3.828-0.955-3.21121.7673.253-0.2752.792-0.38320.8033.814-2.4623.371-2.27730.9302.120-0.5521.836-0.5693-2.127-0.905-2.679-0.651-2.24831.2872.303-0.1341.974-0.22030.6762.912-1.7732.569-1.64740.0010.892-0.8890.802-0.8014-1.198-0.489-1.530-0.348-1.28540.8071.3530.0061.156-0.05640.5492.009-1.0841.766-1.0185-0.927-0.337-1.226-0.232-1.0325-0.269-0.073-0.381-0.045-0.32350.3270.4030.1470.3380.10750.4221.106-0.3960.963-0.3886-1.856-1.565-1.563-1.266-1.26460.6590.3430.7680.2580.6406-0.154-0.5460.288-0.4800.27160.2950.2030.2930.1600.2417-2.785-2.793-1.900-2.300-1.49671.5880.7601.9160.5621.6037-0.634-1.4960.428-1.2980.43470.168-0.6990.982-0.6420.8718-3.713-4.021-2.237-3.334-1.72882.5161.1763.0650.8652.5668-1.114-2.4460.569-2.1160.59780.041-1.6021.670-1.4451.5009-4.642-5.250-2.574-4.368-1.96093.4451.5924.2141.1683.5289-1.594-3.3960.709-2.9340.7619-0.086-2.5052.359-2.2482.13010-5.571-6.478-2.911-5.402-2.192104.3742.0085.3631.4714.49110-2.075-4.3460.850-3.7520.92410-0.213-3.4083.048-3.0502.75911-6.499-7.706-3.248-6.437-2.424115.3022.4246.5121.7755.45411-2.555-5.2960.990-4.5701.08711-0.340-4.3103.736-3.8533.389COLUMNA PISO 2 (EJE 3) ELEMENTO GCOLUMNA PISO 1 (EJE 1) ELEMENTO BCOLUMNA PISO 1 (EJE 2) ELEMENTO ECOLUMNA PISO 1 (EJE 3) ELEMENTO HCARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO # PTOQMQMQMQMQMQMQMQMQMQMQMQM10.986-1.5920.379-0.61212.5611.769363420.2370.2880.0910.1113.5186.71659347280.1950.2460.0750.0954.0927.38958754160.432-0.4970.166-0.1913.4336.6160141326COORD 1 20.986-1.2960.379-0.49812.5611.35065329790.2370.2050.0910.0793.5185.47810963410.1950.1780.0750.0684.0925.94920548230.432-0.3450.166-0.1333.4335.40770409630.986-1.0000.379-0.38512.5610.93194317580.2370.1210.0910.0473.5184.23962579540.1950.1090.0750.0424.0924.50882342290.432-0.1930.166-0.0743.4334.199394059440.986-0.7050.379-0.27112.5610.51323305370.2370.0380.0910.0143.5183.00114195680.1950.0410.0750.0164.0923.06844136360.432-0.0410.166-0.0163.4332.991084022750.986-0.4090.379-0.15712.5610.09452293160.237-0.0460.091-0.0183.5181.76265811810.195-0.0280.075-0.0114.0921.62805930430.4320.1110.1660.0433.4331.782773986160.986-0.1130.379-0.04412.561-0.32418719050.237-0.1290.091-0.0503.5180.52417427940.195-0.0960.075-0.0374.0920.1876772450.4320.2630.1660.1013.4330.574463949570.9860.1820.3790.07012.561-0.74289731260.237-0.2130.091-0.0823.518-0.71430955930.195-0.1650.075-0.0634.092-1.25270481430.4320.4150.1660.1603.433-0.633846087180.9860.4780.3790.18412.561-1.16160743470.237-0.2960.091-0.1143.518-1.9527933980.195-0.2330.075-0.0904.092-2.69308687360.4320.5670.1660.2183.433-1.842156123890.9860.7740.3790.29812.561-1.58031755690.237-0.3800.091-0.1463.518-3.19127723660.195-0.3020.075-0.1164.092-4.1334689330.4320.7190.1660.2773.433-3.0504661604100.9861.0690.3790.41112.561-1.9990276790.237-0.4630.091-0.1783.518-4.42976107530.195-0.3700.075-0.1424.092-5.57385099230.4320.8710.1660.3353.433-4.258776197110.9861.3650.3790.52512.561-2.41773780110.237-0.5470.091-0.2103.518-5.6682449140.195-0.4390.075-0.1694.092-7.01423305160.4321.0230.1660.3943.433-5.4670862336COORD 2 COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S12.02414.267-10.85612.685-9.92510.4873.929-3.1083.499-2.83510.4004.429-3.7553.955-3.41010.8874.180-2.6853.694-2.48522.02414.267-10.85612.685-9.92520.4873.929-3.1083.499-2.83520.4004.429-3.7553.955-3.41020.8874.180-2.6853.694-2.48532.02414.267-10.85612.685-9.92530.4873.929-3.1083.499-2.83530.4004.429-3.7553.955-3.41030.8874.180-2.6853.694-2.48542.02414.267-10.85612.685-9.92540.4873.929-3.1083.499-2.83540.4004.429-3.7553.955-3.41040.8874.180-2.6853.694-2.48552.02414.267-10.85612.685-9.92550.4873.929-3.1083.499-2.83550.4004.429-3.7553.955-3.41050.8874.180-2.6853.694-2.48562.02414.267-10.85612.685-9.92560.4873.929-3.1083.499-2.83560.4004.429-3.7553.955-3.41060.8874.180-2.6853.694-2.48572.02414.267-10.85612.685-9.92570.4873.929-3.1083.499-2.83570.4004.429-3.7553.955-3.41070.8874.180-2.6853.694-2.48582.02414.267-10.85612.685-9.92580.4873.929-3.1083.499-2.83580.4004.429-3.7553.955-3.41080.8874.180-2.6853.694-2.48592.02414.267-10.85612.685-9.92590.4873.929-3.1083.499-2.83590.4004.429-3.7553.955-3.41090.8874.180-2.6853.694-2.485102.02414.267-10.85612.685-9.925100.4873.929-3.1083.499-2.835100.4004.429-3.7553.955-3.410100.8874.180-2.6853.694-2.485112.02414.267-10.85612.685-9.925110.4873.929-3.1083.499-2.835110.4004.429-3.7553.955-3.410110.8874.180-2.6853.694-2.485COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4D-0.9S1-3.269-0.986-4.524-0.636-3.82110.5917.215-6.2186.448-5.64210.5067.816-6.9636.996-6.3061-1.0215.756-7.4765.259-6.6502-2.662-0.893-3.594-0.599-3.03020.4205.832-5.1245.217-4.64420.3656.257-5.6415.603-5.1052-0.7094.811-6.0054.384-5.3503-2.055-0.800-2.663-0.562-2.23930.2494.449-4.0303.985-3.64630.2254.698-4.3204.211-3.9053-0.3963.865-4.5333.509-4.0504-1.447-0.707-1.733-0.525-1.44940.0773.066-2.9362.754-2.64840.0843.139-2.9982.819-2.7044-0.0842.920-3.0622.635-2.7495-0.840-0.614-0.803-0.488-0.6585-0.0941.683-1.8421.522-1.6515-0.0571.580-1.6761.426-1.50450.2281.975-1.5911.760-1.4496-0.233-0.5210.128-0.4510.1336-0.2660.300-0.7480.291-0.6536-0.1980.021-0.3540.034-0.30460.5401.030-0.1190.885-0.14970.374-0.4281.058-0.4140.9247-0.437-1.0830.346-0.9410.3457-0.338-1.5380.968-1.3580.89770.8530.0851.3520.0111.15280.981-0.3351.989-0.3761.7148-0.609-2.4661.440-2.1721.3438-0.479-3.0972.289-2.7502.09781.165-0.8612.824-0.8642.45291.589-0.2422.919-0.3392.5059-0.780-3.8492.534-3.4042.3409-0.620-4.6563.611-4.1433.29891.477-1.8064.295-1.7393.752102.196-0.1493.849-0.3023.29610-0.952-5.2323.628-4.6353.33810-0.761-6.2154.933-5.5354.498101.789-2.7515.767-2.6135.053112.803-0.0564.780-0.2654.08711-1.123-6.6154.722-5.8674.33611-0.902-7.7746.255-6.9275.698112.101-3.6967.238-3.4886.353

1234578109116abdegfhcijklm10911

PORTICO 2

30X5535X3535x353.09

30X5530X5535x3535X3535x353.04

30X5530X5535x3535X3535x353.53

5.196.01METRADO CARGAS VERTICALES

CARGA MUERTA

PRIMER PISOSEGUNDO PISOTERCER PISOEJE 3 5.14EJE 1 4.35PESO PROPIO =0.396PESO PROPIO =0.396PESO LOSA =0.792PESO PROPIO 0.396PESO LOSA =0.792ACABADOS =0.264ACABADOS =0.264TABIQUERIA=0.264PESO LOSA TABIQUERIA=0.264EJE 3 1.54200EJE 1 1.3050001.71601.7166.021.716ACABADOS 11.071.7166.020EJE 3 0.51411.070EJE 1 0.435

TABIQUERIA MOVIL EJE 3 0.514EJE 1 0.435

0002.96611.072.57111.070

ANALISIS MATRICIAL PARA CARGA MUERTA0.000.0030X550.0035x3535x353.093.85Q = 6.0130X5530X555.1735x3535x3535x353.041.312.5330X5530X55-5.1835x3535x3535x353.53-5.18-8.67

5.196.010.0005d =0.00038q =1.92165a10.00020.000361.8911920.00010.000040.67973b10.00030.000381.1907420.00030.000011.51490c1D = 0.00080.000872.966302-0.00010.000210.65582d10.0002-0.000040.234712-0.00080.000040.42850e1-0.00020.000210.688272-0.0007-0.00015-1.74423f1-0.00073-2.736972-0.00071-2.79732g1-0.00020-1.9060520.00004-0.93950h1-0.00071-2.0477320.000331.96067i1-0.000070.6312320.000342.89975j10.000172.3314020.000782.19888k1-0.00081-2.445412-0.00007-1.06752l1-0.00023-1.5320920.00017-1.15004m1-0.00074-3.822582CARGA VIVA

PRIMER PISOSEGUNDO PISOTERCER PISO

EJE 3 5.14CARGA VIVA =0.66CARGA VIVA =0.66EJE 1 4.350000CARGA VIVA00.6600.66EJE 3 1.28511.070.666.020.66EJE 11.08811.0706.020

0001.28511.071.08811.070

ANALISIS MATRICIAL PARA CARGA VIVA0.000.0030X550.0030X3030X303.091.48Q = 4.1930X5530X551.9930X3030X3030X303.040.511.1130X5530X55-1.9930X3030X3030X303.53-1.99-3.74

5.196.010.0000d =0.0003q =1.15a1-0.00010.00010.822-0.0000-0.00000.40b10.00010.00030.8420.00030.00000.59c1D = 0.00030.00031.132-0.00000.00000.11d10.0001-0.0000-0.012-0.0003-0.00000.05e1-0.00010.00000.132-0.0003-0.0001-0.66f1-0.0003-1.062-0.0003-1.23g1-0.0001-0.842-0.0000-0.49h1-0.0003-0.9320.00010.66i1-0.00000.2520.00032.20j10.00011.4020.00030.85k1-0.0003-0.932-0.0000-0.32l1-0.0001-0.4920.0001-0.53m1-0.0003-1.582

MOMENTOS FLECTORES Y MOMENTOS CORTANTES VIGAS

CARGA VIVA

VIGA (PISO 3 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 3 & EJE 2)

6.016.015.19W=0.66W=0.66W=0.66PROBLEMA SECUNDARIOPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES0.85k1-0.31672l10.66059i1-0.932-0.4909720.247812

PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQ
KEVIN: wl/2 -wxM
KEVIN: KEVIN:WL^2/12 - WX(L-X)/2Q
KEVIN: KEVIN:(Wa+Wb)/longitudM# PTOXQ
KEVIN: wl/2 -wxM
KEVIN: KEVIN:(Wa+Wb)/longitudM
KEVIN: KEVIN:a partir de los momentos extremos, hacemos una variacion lineal hasta llegar al otro extremo# PTOXQ
KEVIN: wl/2 -wxM
KEVIN: KEVIN:a partir de los momentos extremos, hacemos una variacion lineal hasta llegar al otro extremo101.98331.9866-0.012940.8549101.98331.9866-0.13439-0.3167101.71271.48150.175030.660620.601.58660.9138-0.012940.862620.601.58660.9138-0.13439-0.235920.521.37020.68150.175030.569731.201.19000.0795-0.012940.870431.201.19000.0795-0.13439-0.155231.041.02760.05930.175030.478941.800.7933-0.5165-0.012940.878241.800.7933-0.5165-0.13439-0.074441.560.6851-0.38520.175030.388152.400.3967-0.8741-0.012940.886052.400.3967-0.8741-0.134390.006452.080.3425-0.65190.175030.297263.010.0000-0.9933-0.012940.893763.010.0000-0.9933-0.134390.087162.600.0000-0.74070.175030.206473.61-0.3967-0.8741-0.012940.901573.61-0.3967-0.8741-0.134390.167973.11-0.3425-0.65190.175030.115584.21-0.7933-0.5165-0.012940.909384.21-0.7933-0.5165-0.134390.248783.63-0.6851-0.38520.175030.024794.81-1.19000.0795-0.012940.917194.81-1.19000.0795-0.134390.329494.15-1.02760.05930.17503-0.0661105.41-1.58660.9138-0.012940.9248105.41-1.58660.9138-0.134390.4102104.67-1.37020.68150.17503-0.1570116.01-1.98331.9866-0.012940.9326116.01-1.98331.9866-0.134390.4910115.19-1.71271.48150.17503-0.2478

VIGA (PISO1 - EJE 1 & EJE 2)VIGA (PISO1 - EJE 2 & EJE 3)

5.196.01W1=1.088Ton/mW1=1.088Ton/mPROBLEMA SECUNDARIOW2=1.178Ton/mPROBLEMA SECUNDARIOW2=1.178Ton/mMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES2.20j1-0.53m11.402-1.582

PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQMQM# PTOXQMQM115.192.90902.52300.692312.1979116.013.36863.383-0.35056-0.5318104.672.32641.16830.692311.8386105.412.69401.5666-0.35056-0.321194.151.75470.10900.692311.479394.812.03201.4973-0.35056-0.110483.631.1784-0.65230.692311.120084.211.36460.2072-0.350560.100373.110.5974-1.11340.692310.760773.610.6918-0.6838-0.350560.311062.600.0117-1.27160.692310.401463.010.0135-1.1718-0.350560.521652.08-0.5787-1.12470.692310.042152.40-0.6701-1.2532-0.350560.732341.56-1.1737-0.67010.69231-0.317241.80-1.3592-0.9241-0.350560.943031.04-1.77340.09450.69231-0.676531.20-2.0536-0.1808-0.350561.153720.52-2.37781.17150.69231-1.035820.60-2.75350.9804-0.350561.364410.00-2.98682.56340.69231-1.395110.00-3.45883.437-0.350561.5751

CARGA MUERTA

VIGA (PISO 3 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 3 & EJE 2)

6.016.015.19W=1.716W=1.716W=1.716PROBLEMA SECUNDARIOPROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES2.20k1-1.06752l11.96067i1-2.452-1.5320920.631232

PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIO

# PTOXQ
KEVIN: wl/2 -wxM
KEVIN: KEVIN:a partir de los momentos extremos, hacemos una variacion lineal hasta llegar al otro extremo# PTOXQMQM# PTOXQMQM105.15665.1652-0.041022.1989105.15665.1652-0.43255-1.0675104.45303.85190.499401.960720.604.12532.3760-0.041022.223520.604.12532.3760-0.43255-0.807620.523.56241.77190.499401.701531.203.09390.2066-0.041022.248231.203.09390.2066-0.43255-0.547631.042.67180.15410.499401.442341.802.0626-1.3429-0.041022.272841.802.0626-1.3429-0.43255-0.287641.561.7812-1.00150.499401.183152.401.0313-2.2727-0.041022.297552.401.0313-2.2727-0.43255-0.027752.080.8906-1.69480.499400.923963.010.0000-2.5826-0.041022.322163.010.0000-2.5826-0.432550.232362.600.0000-1.92590.499400.664773.61-1.0313-2.2727-0.041022.346873.61-1.0313-2.2727-0.432550.492273.11-0.8906-1.69480.499400.405584.21-2.0626-1.3429-0.041022.371584.21-2.0626-1.3429-0.432550.752283.63-1.7812-1.00150.499400.146394.81-3.09390.2066-0.041022.396194.81-3.09390.2066-0.432551.012294.15-2.67180.15410.49940-0.1128105.41-4.12532.3760-0.041022.4208105.41-4.12532.3760-0.432551.2721104.67-3.56241.77190.49940-0.3720116.01-5.15665.1652-0.041022.4454116.01-5.15665.1652-0.432551.5321115.19-4.45303.85190.49940-0.6312


5.196.01W1=2.57Ton/mW1=2.75Ton/mPROBLEMA SECUNDARIOW2=2.75Ton/mPROBLEMA SECUNDARIOW2=2.97Ton/mMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES2.90j1-1.15m12.332-3.822


# PTOXQMQM# PTOXQMQM115.196.84045.93041.007932.8998116.018.50628.542-0.82739-1.1500104.675.47082.74341.007932.3766105.416.80273.9547-0.82739-0.652894.154.12290.25341.007931.853594.815.13010.3682-0.82739-0.155583.632.7658-1.53461.007931.330484.213.4443-2.2091-0.827390.341773.111.3992-2.61591.007930.807373.611.7453-3.7693-0.827390.839062.600.0234-2.98541.007930.284263.010.0331-4.3043-0.827391.336352.08-1.3619-2.63851.00793-0.238952.40-1.6924-3.8063-0.827391.833541.56-2.7564-1.57021.00793-0.762141.80-3.4311-2.2674-0.827392.330831.04-4.16030.22431.00793-1.285231.20-5.18300.3205-0.827392.828120.52-5.57352.74981.00793-1.808320.60-6.94823.9653-0.827393.325310.00-6.99616.01121.00793-2.331410.00-8.72658.675-0.827393.8226

RESUMEN CARGA MUERTA Y CARGA VIVA VIGAS

VIGA (PISO 3 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 1 & EJE 2)VIGA (PISO 2 - EJE 3 & EJE 2)VIGA (PISO1 - EJE 1 & EJE 2)VIGA (PISO1 - EJE 2 & EJE 3)CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMOCARGA MUERTACARGA VIVA CARGA SISMOCARGA MUERTACARGA VIVA CARGA SISMOCARGA MUERTACARGA VIVA CARGA VIVA # PTOQMQMQMQMQMQMQMQMQMQMQMQMQMQMQM15.127.361.972.84-0.88-2.794.724.101.851.67-1.85-5.004.955.811.892.14-2.10-5.717.858.833.604.72-3.94-11.557.687.393.022.85-2.99-7.7424.084.601.571.78-0.88-2.263.691.571.450.68-1.85-3.894.063.471.551.25-2.10-4.626.485.123.023.01-3.94-9.505.983.302.341.25-2.99-5.9433.052.451.180.95-0.88-1.732.66-0.341.06-0.08-1.85-2.783.171.601.200.54-2.10-3.535.132.112.451.59-3.94-7.464.300.211.681.39-2.99-4.1542.020.930.780.36-0.88-1.201.63-1.630.66-0.59-1.85-1.672.280.180.860.00-2.10-2.453.77-0.201.870.47-3.94-5.412.62-1.871.010.31-2.99-2.3550.990.020.380.01-0.88-0.680.60-2.300.26-0.87-1.85-0.561.39-0.770.52-0.35-2.10-1.362.41-1.811.29-0.35-3.94-3.370.92-2.930.34-0.37-2.99-0.556-0.04-0.26-0.01-0.10-0.88-0.15-0.43-2.35-0.13-0.91-1.850.550.50-1.260.18-0.53-2.10-0.271.03-2.700.70-0.87-3.94-1.32-0.79-2.97-0.34-0.65-2.991.247-1.070.07-0.410.03-0.880.38-1.46-1.78-0.53-0.71-1.851.67-0.39-1.29-0.17-0.54-2.100.82-0.35-2.880.11-1.08-3.940.72-2.52-1.97-1.02-0.52-2.993.048-2.101.03-0.810.39-0.880.91-2.50-0.59-0.93-0.27-1.852.78-1.28-0.86-0.51-0.36-2.101.91-1.75-2.33-0.48-0.99-3.942.77-4.260.06-1.710.02-2.994.849-3.132.60-1.201.00-0.881.43-3.531.22-1.320.41-1.853.89-2.170.04-0.85-0.01-2.103.00-3.15-1.06-1.08-0.58-3.944.81-6.013.15-2.400.97-2.996.6310-4.174.80-1.601.84-0.881.96-4.563.65-1.721.32-1.855.00-3.061.40-1.200.52-2.104.09-4.570.94-1.690.14-3.946.86-7.787.29-3.102.34-2.998.4311-5.207.61-2.002.92-0.882.49-5.596.70-2.122.48-1.856.11-3.953.22-1.541.23-2.105.18-5.993.68-2.291.17-3.948.90-9.5512.50-3.815.01-2.9910.23

COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S110.517.989.736.377.9519.766.3710.074.958.28110.146.4510.655.058.82117.1110.3718.257.4414.53115.8810.3816.368.0613.4428.396.207.954.936.5127.644.588.283.516.8328.314.919.113.807.57214.207.9315.815.5212.62212.357.4113.395.6711.0636.284.416.163.485.0635.522.806.502.065.3936.483.377.572.556.33311.345.5313.413.6410.7338.884.4910.473.338.7144.162.634.382.043.6243.401.014.710.623.9544.661.836.021.305.0848.463.1111.001.748.8345.391.557.530.976.3552.040.842.590.602.1851.28-0.772.93-0.832.5052.830.294.480.063.8355.560.688.56-0.186.9251.87-1.424.56-1.413.986-0.08-0.940.81-0.850.736-0.83-2.561.14-2.271.0661.00-1.262.94-1.192.5962.64-1.776.11-2.104.996-1.69-4.401.58-3.801.587-2.20-2.73-0.98-2.29-0.717-2.95-4.34-0.64-3.71-0.397-0.83-2.801.40-2.441.347-0.30-4.243.64-4.043.057-5.26-7.42-1.44-6.22-0.848-4.32-4.51-2.76-3.73-2.168-5.07-6.13-2.43-5.16-1.838-2.66-4.34-0.14-3.680.098-3.27-6.731.15-5.991.108-8.87-10.45-4.47-8.65-3.279-6.43-6.30-4.54-5.18-3.609-7.19-7.91-4.21-6.60-3.279-4.49-5.88-1.68-4.93-1.159-6.25-9.23-1.35-7.96-0.879-12.50-13.51-7.53-11.11-5.7210-8.55-8.08-6.33-6.62-5.0410-9.31-9.70-6.00-8.05-4.7210-6.32-7.42-3.22-6.18-2.4010-9.26-11.75-3.87-9.94-2.8510-16.16-16.59-10.61-13.58-8.2011-10.67-9.87-8.11-8.07-6.4911-11.42-11.48-7.78-9.49-6.1611-8.15-8.96-4.77-7.42-3.6511-12.28-14.29-6.41-11.93-4.8411-19.85-19.69-13.71-16.07-10.68

COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S115.149.9715.547.8012.8218.582.2112.211.2410.24111.784.2315.663.0013.28120.395.3928.491.9722.76115.205.0620.543.3817.3229.465.7110.234.418.4723.35-1.086.70-1.315.7026.991.2810.530.709.02212.280.6619.66-1.3815.7226.74-0.2611.63-0.739.9735.052.525.991.884.993-0.61-3.302.26-2.982.0233.15-0.876.20-0.955.4235.65-2.8412.08-3.769.6632.66-2.156.15-3.434.0341.920.412.820.222.394-3.29-4.44-1.11-3.78-0.7840.26-2.222.68-1.952.4640.51-5.085.74-5.164.584-2.09-4.300.40-4.73-0.5050.05-0.630.72-0.570.645-4.70-4.52-3.40-3.72-2.725-1.68-2.76-0.05-2.300.145-3.13-6.070.67-5.560.505-4.74-4.68-3.58-4.60-3.606-0.53-0.60-0.30-0.50-0.236-4.83-3.52-4.63-2.79-3.796-2.67-2.51-1.98-2.01-1.526-5.26-5.79-3.14-4.97-2.596-5.26-3.28-5.77-3.04-5.2770.150.50-0.250.44-0.247-3.69-1.44-4.77-0.99-3.997-2.72-1.46-3.10-1.07-2.547-5.87-4.23-5.67-3.38-4.687-3.65-0.08-6.16-0.03-5.5082.112.680.872.250.638-1.281.70-3.851.67-3.338-1.810.39-3.430.52-2.928-4.94-1.38-6.92-0.77-5.7680.124.94-4.734.44-4.2695.345.933.074.932.3592.405.92-1.855.21-1.7990.053.04-2.962.76-2.649-2.472.76-6.872.85-5.8296.0611.79-1.4810.38-1.56109.8410.256.338.484.95107.3611.211.229.610.61102.856.49-1.685.64-1.72101.558.21-5.517.49-4.861014.1920.483.6117.792.621115.6215.6510.6812.898.421113.5917.585.3614.883.88116.6110.740.399.17-0.15117.1414.96-2.8413.17-2.861126.0232.1111.6626.708.29

COLUMNAS

COLUMNA PISO 3 (EJE 2) ELEMENTO CCOLUMNA PISO 3 (EJE 3) ELEMENTO FCOLUMNA PISO 2 (EJE 1) ELEMENTO ACOLUMNA PISO 2 (EJE 2) ELEMENTO DCARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO # PTOQMQMQMQMQMQMQMQMQMQMQMQM11.471.510.560.592.403.55-1.47-1.74-0.56-0.660.951.101.271.920.661.152.383.080.300.660.030.116.549.64COORD 1 21.471.070.560.422.402.82-1.47-1.30-0.56-0.490.950.811.271.540.660.952.382.370.300.570.030.106.547.6731.470.620.560.242.402.09-1.47-0.85-0.56-0.320.950.521.271.160.660.762.381.660.300.480.030.096.545.7141.470.170.560.072.401.36-1.47-0.40-0.56-0.140.950.221.270.780.660.562.380.940.300.390.030.086.543.7451.47-0.280.56-0.102.400.63-1.470.05-0.560.030.95-0.071.270.400.660.362.380.230.300.300.030.076.541.7861.47-0.730.56-0.272.40-0.11-1.470.50-0.560.200.95-0.361.270.020.660.162.38-0.480.300.210.030.066.54-0.1871.47-1.170.56-0.442.40-0.84-1.470.94-0.560.370.95-0.651.27-0.370.66-0.032.38-1.190.300.120.030.056.54-2.1581.47-1.620.56-0.622.40-1.57-1.471.39-0.560.540.95-0.941.27-0.750.66-0.232.38-1.910.300.030.030.046.54-4.1191.47-2.070.56-0.792.40-2.30-1.471.84-0.560.720.95-1.231.27-1.130.66-0.432.38-2.620.30-0.060.030.036.54-6.07101.47-2.520.56-0.962.40-3.03-1.472.29-0.560.890.95-1.521.27-1.510.66-0.622.38-3.330.30-0.150.030.026.54-8.04111.47-2.970.56-1.132.40-3.76-1.472.74-0.561.060.95-1.811.27-1.890.66-0.822.38-4.050.30-0.230.030.016.54-10.00COORD 2 COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S13.024.940.144.22-0.101-3.02-1.59-3.50-1.20-2.9212.904.790.033.92-0.3610.476.96-6.136.31-5.4723.024.940.144.22-0.102-3.02-1.59-3.50-1.20-2.9222.904.790.033.92-0.3620.476.96-6.136.31-5.4733.024.940.144.22-0.103-3.02-1.59-3.50-1.20-2.9232.904.790.033.92-0.3630.476.96-6.136.31-5.4743.024.940.144.22-0.104-3.02-1.59-3.50-1.20-2.9242.904.790.033.92-0.3640.476.96-6.136.31-5.4753.024.940.144.22-0.105-3.02-1.59-3.50-1.20-2.9252.904.790.033.92-0.3650.476.96-6.136.31-5.4763.024.940.144.22-0.106-3.02-1.59-3.50-1.20-2.9262.904.790.033.92-0.3660.476.96-6.136.31-5.4773.024.940.144.22-0.107-3.02-1.59-3.50-1.20-2.9272.904.790.033.92-0.3670.476.96-6.136.31-5.4783.024.940.144.22-0.108-3.02-1.59-3.50-1.20-2.9282.904.790.033.92-0.3680.476.96-6.136.31-5.4793.024.940.144.22-0.109-3.02-1.59-3.50-1.20-2.9292.904.790.033.92-0.3690.476.96-6.136.31-5.47103.024.940.144.22-0.1010-3.02-1.59-3.50-1.20-2.92102.904.790.033.92-0.36100.476.96-6.136.31-5.47113.024.940.144.22-0.1011-3.02-1.59-3.50-1.20-2.92112.904.790.033.92-0.36110.476.96-6.136.31-5.47

COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S13.126.18-0.925.32-1.071-3.56-1.91-4.10-1.45-3.4314.656.920.765.47-0.0911.1110.60-8.679.59-7.7522.204.67-0.964.03-1.042-2.64-1.42-3.04-1.09-2.5423.785.490.754.290.0220.978.51-6.837.70-6.1131.283.17-1.012.75-1.013-1.72-0.94-1.97-0.72-1.6532.914.050.743.110.1330.836.42-4.995.81-4.4740.361.66-1.051.46-0.984-0.80-0.45-0.90-0.36-0.7642.042.620.731.940.2440.694.34-3.153.91-2.835-0.560.15-1.100.17-0.9550.120.030.160.010.1351.171.180.720.760.3550.552.25-1.312.02-1.186-1.48-1.35-1.14-1.11-0.9261.040.511.230.371.0260.30-0.260.71-0.410.4560.400.160.530.130.467-2.40-2.86-1.18-2.40-0.8971.961.002.290.741.917-0.57-1.690.70-1.590.5670.26-1.932.37-1.762.108-3.32-4.37-1.23-3.68-0.8682.881.483.361.102.808-1.44-3.130.69-2.760.6780.12-4.014.21-3.653.749-4.24-5.87-1.27-4.97-0.8393.801.974.431.473.689-2.31-4.560.68-3.940.789-0.02-6.106.05-5.545.3910-5.16-7.38-1.32-6.25-0.80104.712.455.491.834.5710-3.17-6.000.67-5.110.8910-0.16-8.197.88-7.447.0311-6.08-8.89-1.36-7.54-0.77115.632.936.562.205.4611-4.04-7.440.66-6.290.9911-0.30-10.279.72-9.338.67

COLUMNA PISO 2 (EJE 3) ELEMENTO GCOLUMNA PISO 1 (EJE 1) ELEMENTO BCOLUMNA PISO 1 (EJE 2) ELEMENTO ECOLUMNA PISO 1 (EJE 3) ELEMENTO HCARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO # PTOQMQMQMQMQMQMQMQMQMQMQMQM11.57-2.800.69-1.231.972.560.530.680.350.403.286.510.320.430.050.057.3713.580.85-0.940.40-0.493.206.41COORD 1 21.57-2.330.69-1.021.971.970.530.490.350.283.285.350.320.320.050.037.3710.980.85-0.640.40-0.353.205.2831.57-1.860.69-0.811.971.380.530.310.350.153.284.200.320.210.050.017.378.390.85-0.340.40-0.203.204.1641.57-1.390.69-0.611.970.790.530.120.350.033.283.040.320.090.05-0.017.375.790.85-0.040.40-0.063.203.0351.57-0.920.69-0.401.970.200.53-0.070.35-0.103.281.890.32-0.020.05-0.037.373.190.850.260.400.083.201.9161.57-0.450.69-0.191.97-0.400.53-0.260.35-0.223.280.730.32-0.130.05-0.047.370.600.850.550.400.223.200.7871.570.020.690.011.97-0.990.53-0.440.35-0.353.28-0.420.32-0.240.05-0.067.37-2.000.850.850.400.373.20-0.3481.570.500.690.221.97-1.580.53-0.630.35-0.473.28-1.580.32-0.350.05-0.087.37-4.590.851.150.400.513.20-1.4791.570.970.690.431.97-2.170.53-0.820.35-0.593.28-2.730.32-0.460.05-0.107.37-7.190.851.450.400.653.20-2.59101.571.440.690.641.97-2.770.53-1.000.35-0.723.28-3.890.32-0.580.05-0.127.37-9.780.851.750.400.793.20-3.72111.571.910.690.841.97-3.360.53-1.190.35-0.843.28-5.040.32-0.690.05-0.137.37-12.380.852.050.400.933.20-4.84COORD 2 COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S13.374.800.853.970.4211.344.39-2.183.70-2.2110.537.83-6.917.08-6.1911.884.76-1.634.07-1.6923.374.800.853.970.4221.344.39-2.183.70-2.2120.537.83-6.917.08-6.1921.884.76-1.634.07-1.6933.374.800.853.970.4231.344.39-2.183.70-2.2130.537.83-6.917.08-6.1931.884.76-1.634.07-1.6943.374.800.853.970.4241.344.39-2.183.70-2.2140.537.83-6.917.08-6.1941.884.76-1.634.07-1.6953.374.800.853.970.4251.344.39-2.183.70-2.2150.537.83-6.917.08-6.1951.884.76-1.634.07-1.6963.374.800.853.970.4261.344.39-2.183.70-2.2160.537.83-6.917.08-6.1961.884.76-1.634.07-1.6973.374.800.853.970.4271.344.39-2.183.70-2.2170.537.83-6.917.08-6.1971.884.76-1.634.07-1.6983.374.800.853.970.4281.344.39-2.183.70-2.2180.537.83-6.917.08-6.1981.884.76-1.634.07-1.6993.374.800.853.970.4291.344.39-2.183.70-2.2190.537.83-6.917.08-6.1991.884.76-1.634.07-1.69103.374.800.853.970.42101.344.39-2.183.70-2.21100.537.83-6.917.08-6.19101.884.76-1.634.07-1.69113.374.800.853.970.42111.344.39-2.183.70-2.21110.537.83-6.917.08-6.19111.884.76-1.634.07-1.69

COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S1-6.01-2.47-7.60-1.61-6.2211.637.86-5.166.81-4.9110.6814.17-12.9812.82-11.621-2.154.62-8.194.45-7.082-5.00-2.21-6.16-1.48-5.0321.166.32-4.395.51-4.1320.4911.41-10.5510.33-9.442-1.484.05-6.523.86-5.653-3.98-1.96-4.72-1.36-3.8430.694.77-3.634.21-3.3530.308.65-8.127.83-7.263-0.823.48-4.843.26-4.224-2.97-1.71-3.28-1.23-2.6540.213.23-2.862.91-2.5740.125.90-5.685.34-5.084-0.162.90-3.162.67-2.795-1.96-1.45-1.84-1.11-1.465-0.261.68-2.091.60-1.805-0.073.14-3.252.85-2.9050.502.33-1.492.07-1.366-0.95-1.20-0.40-0.98-0.276-0.730.14-1.330.30-1.026-0.260.38-0.820.36-0.7261.161.750.191.480.0770.06-0.941.04-0.860.927-1.21-1.41-0.56-1.00-0.247-0.44-2.381.62-2.131.4671.821.181.870.891.5081.07-0.692.48-0.732.128-1.68-2.950.20-2.300.548-0.63-5.134.05-4.633.6482.480.613.540.292.9392.08-0.433.92-0.603.319-2.15-4.500.97-3.601.329-0.82-7.896.48-7.125.8293.140.035.22-0.304.36103.09-0.185.35-0.484.5010-2.63-6.041.74-4.902.0910-1.00-10.658.92-9.618.00103.80-0.546.90-0.905.80114.100.086.79-0.355.6911-3.10-7.592.50-6.212.8711-1.19-13.4011.35-12.1010.18114.46-1.128.57-1.497.23

123457810911612345781091161234578109116abdegfhcijklm109111091110911109111091110911

PORTICO 3


30x5530x55DEFORMADAS35x3535x3535x353.53ELEMENTOSD1D2D3D4a10.28200020.2821005.106.08b10.28200020.282010c10.28200020.282001d1010020010e1001020001

MATRIZ DE RIGUIDEZ

K=2125.10951257.35651257.35651257.35651257.35659826.97703425.616701257.35653425.616715573.4822873.25251257.356502873.25258722.2486

METRADO CARGAS VERTICALES

CARGA MUERTA

PRIMER PISOEJE 3 2.5EJE 1 1.72EJE 22.1PESO PROPIO 0.396

PESO LOSA EJE 3 0.75EJE 1 0.5145EJE 20.63ACABADOS EJE 3 0.25EJE 1 0.172EJE 20.210TABIQUERIA MOVIL TOTALEJE 3 0.25EJE 3 1.646EJE 1 0.172EJE 1 1.2535EJE 20.210EJE 21.4460001.64611.071.253511.070ANALISIS MATRICIAL de carga muerta

30X5030X500-0.000630X3030X3030X303.53Q = 2.97D = 0.000391.73-0.000054.820.000655.106.08

MATRIZ DE RIGIDEZ (LOCAL)-0.00017-0.08516a10.000230.232582a1611805-0.00017-0.44185b18051611-0.00022-0.480812b1611805d =-0.00017q =0.12411c180516110.000490.651122c16118050.000391.90624d18051611-0.000050.766402d51472574-0.000051.20373e1257451470.000652.720702e4317215921594317

CARGA VIVA

PRIMER PISO

EJE 3 2.5EJE 1 1.72EJE 22.1CARGA VIVAEJE 3 0.625EJE 10.429EJE 20.5250000.62511.070.42911.070

ANALISIS MATRICIAL de carga Viva

30X5530X550-0.000230X3030X3030X303.53Q = 1.05D = 0.000140.69-0.000011.800.000245.106.08

MATRIZ DE RIGIDEZ (LOCAL)-0.00006-0.03572a10.000080.077082a1611805-0.00006-0.15971b18051611-0.00008-0.170902b1611805d =-0.00006q =0.04691c180516110.000180.242332c16118050.000140.68515d18051611-0.000010.288932d51472574-0.000010.46380e1257451470.000241.017602e4317215921594317

MOMENTOS FLECTORES Y MOMENTOS CORTANTES VIGAS

CARGA MUERTA


5.106.08W=1.254Ton/mW=1.446W=1.446Ton/mW=1.646PROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES1.90624d11.20373e10.7664022.720702


# PTOXQMQM# PTOXQMQM115.103.37622.88340.524091.9062116.084.61884.70090.645471.20373104.592.69931.34220.524091.6390105.474.97472.18580.645470.741094.082.04530.13200.524091.371794.864.07720.21270.645470.278383.571.3816-0.74220.524091.104584.263.1677-1.21110.64547-0.184373.060.7080-1.27540.524090.837273.652.2459-2.07830.64547-0.647062.550.0245-1.46260.524090.569963.041.3121-2.38130.64547-1.109752.04-0.6687-1.29880.524090.302752.430.3660-2.11280.64547-1.572441.53-1.3717-0.77890.524090.035441.82-0.5922-1.26540.64547-2.035131.02-2.08460.10200.52409-0.231931.22-1.56260.16830.64547-2.497820.51-2.80731.34890.52409-0.499120.61-2.54512.19570.64547-2.96051o-3.53982.96690.52409-0.76641o-4.82144.82410.64547-2.7207CARGA VIVA


5.106.08W=0.429Ton/mW=0.525W=0.525Ton/mW=0.625PROBLEMA SECUNDARIOPROBLEMA SECUNDARIOMELEMENTOCOORDENADAS LOCALESMELEMENTOCOORDENADAS LOCALES0.68515d10.46380e10.2889321.017602

PROBLEMA PRIMARIOPROBLEMA SECUNDARIOPROBLEMA PRIMARIOPROBLEMA SECUNDARIOMATRIZ DE CARGAS LOCALES# PTOXQ
KEVIN: wl/2 -wxM
KEVIN: KEVIN:(Wa+Wb)/longitudM# PTOXQ
KEVIN: wl/2 -wxM
KEVIN: KEVIN:a partir de los momentos extremos, hacemos una variacion lineal hasta llegar al otro extremo115.101.18321.01260.191010.6852[q] =a10.00000116.081.70751.74050.243650.46380104.590.94580.47370.191010.587720.00000105.471.36500.81230.243650.315794.080.71970.04880.191010.4903b10.0000094.861.03660.08190.243650.167583.570.4888-0.25950.191010.392920.0000084.260.7022-0.44700.243650.019473.060.2530-0.44890.191010.2955c10.0000073.650.3618-0.77070.24365-0.128862.550.0123-0.51670.191010.198120.0000063.040.0152-0.88570.24365-0.276952.04-0.2334-0.46060.191010.1007d10.0000052.43-0.3374-0.78800.24365-0.425041.53-0.4839-0.27790.191010.003320.0000041.82-0.6962-0.47410.24365-0.573231.02-0.73940.03380.19101-0.0941e10.0000031.22-1.06100.05980.24365-0.721320.51-0.99980.47710.19101-0.191520.0000020.61-1.43180.81730.24365-0.86951o-1.26501.05430.19101-0.288910.00-1.80881.80210.24365-1.0176RESUMEN CARGA MUERTA Y CARGA VIVA VIGAS

VIGA (PISO 1 - EJE A & EJE B)VIGA (PISO 1 - EJE B & EJE C)CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO# PTOQMQMQMQMQMQM13.900254.789681.37421.697770.000000.000005.264245.904631.95112.204300.000000.0000023.223382.981221.13681.061470.000000.000005.620122.926861.60861.128000.000000.0000032.569421.503740.91080.539180.000000.000004.722710.491031.28030.249460.000000.0000041.905640.362270.67980.133400.000000.000003.81314-1.395490.9459-0.427600.000000.0000051.23204-0.438200.4440-0.153370.000000.000002.89141-2.725290.6054-0.899510.000000.0000060.54863-0.892660.2033-0.318630.000000.000001.95753-3.490990.2589-1.162550.000000.000007-0.14460-0.99609-0.0424-0.359870.000000.000001.01148-3.68518-0.0938-1.213040.000000.000008-0.84765-0.74350-0.2929-0.274590.000000.000000.05327-3.30048-0.4525-1.047270.000000.000009-1.56051-0.12988-0.5484-0.060280.000000.00000-0.91710-2.32950-0.8173-0.661560.000000.0000010-2.283200.84977-0.80870.285550.000000.00000-1.89963-0.76483-1.1882-0.052200.000000.0000011-3.015692.20048-1.07400.765410.000000.00000-4.175972.10342-1.56510.784510.000000.00000COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S17.806.596.595.465.46110.699.029.027.377.3726.455.455.454.514.51210.609.049.047.877.8735.154.354.353.603.6038.797.507.506.616.6143.823.233.232.672.6746.955.955.955.345.3452.482.102.101.721.7255.084.374.374.054.0561.110.940.940.770.7763.182.772.772.742.747-0.27-0.23-0.23-0.20-0.2071.261.151.151.421.428-1.68-1.43-1.43-1.19-1.198-0.69-0.50-0.500.070.079-3.12-2.64-2.64-2.18-2.189-2.67-2.17-2.17-1.28-1.2810-4.57-3.86-3.86-3.20-3.2010-4.68-3.86-3.86-2.66-2.6611-6.05-5.11-5.11-4.22-4.2211-8.51-7.18-7.18-5.85-5.85COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S19.598.118.116.716.71112.0110.1410.148.278.2725.985.055.054.174.1726.025.075.074.104.1033.022.552.552.112.1131.110.930.930.690.6940.730.620.620.510.514-2.68-2.28-2.28-1.95-1.955-0.87-0.74-0.74-0.61-0.615-5.34-4.53-4.53-3.82-3.826-1.79-1.51-1.51-1.25-1.256-6.86-5.82-5.82-4.89-4.897-2.01-1.69-1.69-1.39-1.397-7.22-6.12-6.12-5.16-5.168-1.51-1.27-1.27-1.04-1.048-6.40-5.43-5.43-4.62-4.629-0.28-0.24-0.24-0.18-0.189-4.39-3.74-3.74-3.26-3.26101.681.421.421.191.1910-1.16-1.02-1.02-1.07-1.07114.383.713.713.083.08114.283.613.612.942.94COLUMNA PISO 1 ELEMENTO ACOLUMNA PISO 1 ELEMENTO BCOLUMNA PISO 1 ELEMENTO CCARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO CARGA MUERTACARGA VIVA CARGA SISMO # PTOQMQMQMQMQMQMQMQMQM10.05593-0.035720.0118-0.035720.000000.00000-0.26212-0.441850.0032-0.159710.000000.000000.104100.124110.09640.046910.000000.0000020.05593-0.055400.0118-0.039850.000000.00000-0.26212-0.349590.0032-0.160830.000000.000000.104100.087470.09640.017980.000000.0000030.05593-0.075090.0118-0.043990.000000.00000-0.26212-0.257320.0032-0.161950.000000.000000.104100.050820.0964-0.010940.000000.0000040.05593-0.094780.0118-0.048130.000000.00000-0.26212-0.165050.0032-0.163070.000000.000000.104100.014180.0964-0.039860.000000.0000050.05593-0.114460.0118-0.052260.000000.00000-0.26212-0.072790.0032-0.164190.000000.000000.10410-0.022470.0964-0.068790.000000.0000060.05593-0.134150.0118-0.056400.000000.00000-0.262120.019480.0032-0.165300.000000.000000.10410-0.059110.0964-0.097710.000000.0000070.05593-0.153840.0118-0.060540.000000.00000-0.262120.111740.0032-0.166420.000000.000000.10410-0.095760.0964-0.126640.000000.0000080.05593-0.173520.0118-0.064670.000000.00000-0.262120.204010.0032-0.167540.000000.000000.10410-0.132400.0964-0.155560.000000.0000090.05593-0.193210.0118-0.068810.000000.00000-0.262120.296270.0032-0.168660.000000.000000.10410-0.169050.0964-0.184490.000000.00000100.05593-0.212890.0118-0.072950.000000.00000-0.262120.388540.0032-0.169780.000000.000000.10410-0.205690.0964-0.213410.000000.00000110.05593-0.232580.0118-0.077080.000000.00000-0.262120.480810.0032-0.170900.000000.000000.10410-0.242330.0964-0.242330.000000.00000COMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMBINACIONES CORTANTESCOMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S10.100.080.080.080.081-0.36-0.32-0.32-0.37-0.3710.310.250.250.150.1520.100.080.080.080.082-0.36-0.32-0.32-0.37-0.3720.310.250.250.150.1530.100.080.080.080.083-0.36-0.32-0.32-0.37-0.3730.310.250.250.150.1540.100.080.080.080.084-0.36-0.32-0.32-0.37-0.3740.310.250.250.150.1550.100.080.080.080.085-0.36-0.32-0.32-0.37-0.3750.310.250.250.150.1560.100.080.080.080.086-0.36-0.32-0.32-0.37-0.3760.310.250.250.150.1570.100.080.080.080.087-0.36-0.32-0.32-0.37-0.3770.310.250.250.150.1580.100.080.080.080.088-0.36-0.32-0.32-0.37-0.3780.310.250.250.150.1590.100.080.080.080.089-0.36-0.32-0.32-0.37-0.3790.310.250.250.150.15100.100.080.080.080.0810-0.36-0.32-0.32-0.37-0.37100.310.250.250.150.15110.100.080.080.080.0811-0.36-0.32-0.32-0.37-0.37110.310.250.250.150.15

COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMBINACIONES MOMENTOS COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5COMB1COMB 2COMB 3COMB 4COMB 5# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S# PTO1.4D+ 1.7L1.25D+ 1.25L+S1.25D+ 1.25L-S1.4D+ 0.9S1.4-0.9S1-0.11-0.09-0.09-0.05-0.051-0.89-0.75-0.75-0.62-0.6210.250.210.210.170.172-0.15-0.12-0.12-0.08-0.082-0.76-0.64-0.64-0.49-0.4920.150.130.130.120.123-0.18-0.15-0.15-0.11-0.113-0.64-0.52-0.52-0.36-0.3630.050.050.050.070.074-0.21-0.18-0.18-0.13-0.134-0.51-0.41-0.41-0.23-0.234-0.05-0.03-0.030.020.025-0.25-0.21-0.21-0.16-0.165-0.38-0.30-0.30-0.10-0.105-0.15-0.11-0.11-0.03-0.036-0.28-0.24-0.24-0.19-0.196-0.25-0.18-0.180.030.036-0.25-0.20-0.20-0.08-0.087-0.32-0.27-0.27-0.22-0.227-0.13-0.07-0.070.160.167-0.35-0.28-0.28-0.13-0.138-0.35-0.30-0.30-0.24-0.2480.000.050.050.290.298-0.45-0.36-0.36-0.19-0.199-0.39-0.33-0.33-0.27-0.2790.130.160.160.410.419-0.55-0.44-0.44-0.24-0.2410-0.42-0.36-0.36-0.30-0.30100.260.270.270.540.5410-0.65-0.52-0.52-0.29-0.2911-0.46-0.39-0.39-0.33-0.33110.380.390.390.670.6711-0.75-0.61-0.61-0.34-0.34

1234abcde123412341.446 Ton/mEspacio para el texto1.252 Ton/m1.646 Ton/m1.446 Ton/m1.646 Ton/mEspacio para el texto1.252 Ton/m0.625 Ton/m0.525 Ton/m

PORTICO 4

MATRIZ DE COMPATIBILIDAD30x5535x3535x353.09DEFORMADASELEMENTO1234567891030x55a10.3278688525-0.32786885250010000035x3535x353.0420.3278688525-0.327868852501000000b100.3333333333-0.3333333333000000030x5530x55200.3333333333-0.3333333333011000035x3535x3535x353.53c1000.281690140800000002000.28169014080010000d10.3278688525-0.3278688525000001005.35.4020.3278688525-0.327868852500001000e100.3333333333-0.33333333330000010200.3333333333-0.33333333330000100f1000.281690140800000002000.28169014080000010g1000.281690140800000002000.28169014080000001h1000100000020000001000i1000010000020000000100j1000001000020000000010k1000000001020000000001

MATRIZ DE RIGIDEZ

K=2192.6196893517-2192.619689351701671.87251313071671.872513130701671.87251313071671.872513130700-2192.61968935174496.2106981236-2303.5910087719-1671.872513130755.82074344831727.693256579-1671.872513130755.82074344831727.69325657900-2303.59100877194428.70052153220-1727.693256579-470.33679486250-1727.693256579-470.33679486251257.35646171651671.8725131307-1671.872513130709991.69109116441699.737055016203296.1084905660001671.872513130755.8207434483-1727.6932565791699.737055016213447.07760432233455.386513157903296.1084905660001727.693256579-470.336794862503455.386513157913023.3471203523003296.10849056601671.8725131307-1671.872513130703296.108490566009991.69109116441699.7370550162001671.872513130755.8207434483-1727.69325657903296.10849056601699.737055016213447.07760432231727.693256579001727.693256579-470.3367948625003296.10849056601727.69325657919493.48600924123235.0694444444001257.3564617165000003235.06944444449445.8825149512METRADO CARGAS VERTICALES

CARGA MUERTA

PRIMER PISOSEGUNDO PISOTERCER PISOEJE B 1.3PESO PROPIO =0.360PESO PROPIO =0.36PESO LOSA =0.390PESO PROPIO 0.36PESO LOSA =0.39ACABADOS =0.065ACABADOS =0.13TABIQUERIA=0.065PESO LOSA TABIQUERIA=0.13

EJE B 0.39TOTAL =0.880TOTAL =1.010ACABADOS

EJE B 0.13zc

TABIQUERIA MOVIL

EJE B 0.13

TOTAL =1.010

ANALISIS MATRICIAL de carga muerta

030X50030X3035X303.090Q = 2.059930X502.364230X3035X303.042.3642-2.059930X5030X50-2.364230X3035X3030X303.530.0901-2.4543

5.35.40d =0.0001684q =0.5603a1-0.00010.00026600.65102MATRIZ DE RIGIDEZ (LOCAL)-0.0001-0.00004580.1569b10.00010.00025760.44362a1859930g16118050.00030.00001600.1488c193018598051611D = 0.00020.00015270.25892b1890945h498124910.0001-0.0001713-0.5630d1945189024914981-0.0003-0.0002631-0.64832c1611805i49812491-0.00020.0000069-0.1936e18051611249149810.0001-0.0002188-0.40692d1859930j49812491-0.00030.00001600.0811f19301859249149810.00006870.12362e1890945k525026250.0000160-0.1912g

Trabajo Escalonado - Estructuras - UNIVERSIDAD NACIONAL DE TRUJILLO

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