02 METODOS PENDIENTE DEFLEX Y CROSS.xlsx

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Transcript of 02 METODOS PENDIENTE DEFLEX Y CROSS.xlsx

PENDIENTE DEFLEXIONPORTICO PRINCIPAL - EJE A-A

33.1033.1033.10318.42 T3.20K=0.00046K=0.0009K=0.00046K=0.00016K=0.00016K=0.00016K=0.000166.- ROTACION EN CUERDAS1.- MOMENTOS DE EMPOTRAMIENTO4. CALCULO DE INERCIAColumnasAE = BF = CG = DH = 1 =123.1023.1023.102MEF = -MFE=-8.10b= 0.40 m3.2015.93 TMJK = -MKJ=-8.10h= 0.25 m3.20K=0.00046K=0.0009K=0.00046MNO = -MON=-8.10EI = FJ = GK = HL =2 - 1 =2K=0.00016K=0.00016K=0.00016K=0.00016I =0.000523.20

MOP = -MPO=-2.17VigasIM = JN = KO = LP = 3- 2- 1=3MKL = -MLK=-2.17b= 0.25 m3.2013.1013.1013.101MFG = -MGF=-2.17h= 0.50 m7.80 TMGH = -MHG=-8.103.20K=0.00046K=0.0009K=0.00046MLM = -MML=-8.10I =0.00260K=0.00016K=0.00016K=0.00016K=0.00016MPQ = -MQP=-8.10

5. CALCULO DE RIGIDEZ2.- INCOGNITAS + ECUACION DE CONDICIONColumnas =0.00016A =0E =?Vigas=0.00046B =0F =?Para: E,F = I,J = M,N = O,P = K,L = G,HC =0G =?HAHBHCHDD =0H =?Vigas=0.00095.62.95.6ME=0J =?Para: F,G = J,K = N,OMF=0K =?MG=0L =?MH=0M =?MJ=0N =?ESPRESIONES DE MOMENTOSMK=0O =?ML=0P =?NUDOMAE =0.00016(2A+E - 31)NUDOMCG =0.00016(2C+G -31)MM=0Q =?MN=0MO=0MP=0MEA =0.00016(2E + A - 31)MQ=0NUDOMEI =0.00016(2E + J - 32)MGC =0.00016(2G + C-31)MEF =0.00046(2E + F)-8.1NUDOMGL =0.00016(2G +L -32)3.- DESPLAZAMIENTOSMGH =0.00046(2G +H)-8.1MJE =0.00016(2J + E- 32)MGF =0.0009(2G + F)+2.17NUDOMJK =0.00046(2J + K)-8.1COLUMNAS AE, BF, CG, DH =SE DESPLAZAN 1MJN =0.00016(2J + N-33)MLG =0.00016(2L+ G- 32)COLUMNAS EI,FJ,GK,HL=SE DESPLAZAN 2NUDOMLP =0.00016(2L+P-33)COLUMNAS IM,JN,KO,LP = SE DESPLAZAN 3MLM =0.00046(2L +M)-8.1MNJ =0.00016(2N +J - 33)MLK =0.0009(2L +K)+2.17NUDOMNO =0.00046(2N + O)-8.1

NUDOMPL =0.00016(2P+ L-3 3)NUDOMBF =0.00016(2B + F - 31)MPQ =0.00046(2P +Q)-8.1MPO=0.0009(2P +O)+2.17MFK =0.00016(2F + k -32)NUDOMFB =0.00016(2F+ B- 31)NUDOMDH =0.00016(2D + H -31)MFG =0.0009(2F+G)-2.17MFE =0.00046(2F +E)+8.1

MQM =0.00016(2Q+M- 33)NUDOMKF =0.00016(2k+F-32)NUDOMQP =0.00046(2Q +P)+8.1MKO =0.00016(2k+O-33)MKL =0.0009(2K +L)-2.17MKJ =0.00046(2K+J)+8.1MMQ =0.00016(2M+Q- 33)NUDOMMH =0.00016(2M+H- 32)NUDOMOK =0.00016(2o+K-33)MML =0.00046(2M +L)+8.1MON =0.00046(2O+N) +8.1MOP =0.0009(2O +P)-2.17

MHD =0.00016(2H +D -31)NUDOMHM =0.00016(2H+M - 32)MHG =0.00046(2H + G)+8.1

ECUACION DE CONDICIN

NUDO E :ME = 0NUDO K :MK = 0NUDO P :MP= 0

MEA +MEJ +MEF =MKF + MKO + MKL + MKJ =MPL + MPQ +MPO =

NUDO J : MJ = 0NUDO F :MF = 0NUDO Q :MQ = 0

MJE +MJK+MJN =MFK + MFB + MFG + MFE =MQM + MQP =

NUDO N: MN = 0NUDO G :MG = 0NUDO M :MM = 0

MNJ+MNO =MGC + MGL + MGH +MGF =MMH + MMQ + MML =

NUDO O: MO = 0NUDO L :ML = 0NUDO H :MH = 0

MOK + MON + MOP =MLG + MLP + MLM + MLK =MHD + MHM + MHG =

CORTANTES ACTUANTES

VA + VB + VC + VD + 7.80 + 15.93 + 18.42 = 0

MAE + MEA+MBF + MFB+MCG + MGC+MDH+MHD+42.15=0.003.203.203.203.20

VE + VF + VG + VH + 15.93 + 18.42 = 0

MEJ + MJE+MFK +MKF+MGL +MLG+MHM + MMH+34.35=0.003.23.203.23.2

VJ + VK + VL + VM + 18.42 = 0

MJN + MNJ+MKO +MOK+MLP +MPL+MMQ + MQM+18.42=0.003.23.203.23.2

MOMENTOS FINALES

MAE =-15.90NUDOMCG =-18.82

MEA =-11.01MEJ =-7.22MGC =-16.84MEF =18.21NUDOMGL =-14.95MGH =8.92MJE =-8.69MGF =23.08MJK =10.40MJN =-1.98MLG =-15.40NUDOMLP =-7.02MLM =4.15MNJ =-3.05MLK =18.22MNO =2.73

NUDOMPL =-7.70MBF =-20.06MPQ =-3.11MPO=10.46MFK =-18.42MFB =-19.32NUDOMDH =-17.91MFG =13.21MFE =24.00

MQM =-9.81MKF =-18.62NUDOMQP =9.71MKO =-10.51MKL =9.45MKJ =19.35MMQ =-7.71NUDOMMH =-13.82MOK =-11.39MML =21.22MON =12.06MOP =-0.64

MHD =-15.02NUDOMHM =-12.80MHG =27.45

AAEBCDEFGHJKLMNOPQAEJNKCGLPQMHBFODAEJNKCGLPQMHBFOD

CROSSANALISIS DE PORTICO POR EL MOTODO DE CROSS

DATOSLONGITUDRIGIDEZ KFDNUDOAE3.20.000160AEA3.20.000160.21EEF5.60.000460.59EJ3.20.000160.21JN3.20.000160.21JJK5.60.000460.59JE3.20.000160.21NO5.60.000460.74NNJ3.20.000160.26BF3.20.000160BFG2.90.00090.54FFK3.20.000160.1FB3.20.000160.1FE5.60.000460.27KO3.20.000160.1KKL2.90.00090.54KF3.20.000160.1KJ5.60.000460.27OP2.90.00090.59OOK3.20.000160.11ON5.60.000460.3CG3.20.000160CGL3.20.000160.1GGH5.60.000460.27GF2.90.00090.54GC3.20.000160.1LP3.20.000160.1LLM5.60.000460.27LK2.90.00090.54LG3.20.000160.1PQ5.60.000460.3PPL3.20.000160.11PO2.90.00090.59DH3.20.000160DHM3.20.000160.21HHD3.20.000160.21HG5.60.000460.59MQ3.20.000160.21MMH3.20.000160.21ML5.60.000460.59QM3.20.000160.26QQP5.60.000460.74

Mto. DE EMPOTRAMIEMTO

MEF=MJK=MNO=MGH=MLM=MPQ8.10MFG=MKL=MOP2.17

CALCULO DE PRTICO SIN DESPLAZAMIENTO (Mi)

NJNOONOKOPPOPLPQQPQM0.2600.7400.3000.1100.5900.5900.1100.3000.7400.260-8.1008.100-2.1702.170-8.1008.1002.1065.994-1.779-0.652-3.4993.4990.6521.779-5.994-2.1060.851-0.8902.997-0.2971.749-1.7490.297-2.9970.890-0.8510.0100.029-1.335-0.489-2.6252.6250.4891.335-0.029-0.010-0.116-0.6670.014-0.1681.313-1.3130.168-0.0140.6670.1160.2040.580-0.348-0.127-0.6840.6840.1270.348-0.580-0.2043.05-3.057.65-1.73-5.925.921.73-7.653.05-3.05

JNJEJKKJKFKOKLLKLGLPLMMLMQMH0.2100.2100.5900.2700.1000.1000.5400.5400.1000.1000.2700.5900.2100.210-8.1008.100-2.1702.170-8.1008.1001.7011.7014.779-1.601-0.593-0.593-3.2023.2020.5930.5931.601-4.779-1.701-1.7011.0530.851-0.8012.390-0.297-0.3261.601-1.6010.2970.326-2.3900.801-1.053-0.851-0.232-0.232-0.651-0.909-0.337-0.337-1.8191.8190.3370.3370.9090.6510.2320.2320.005-0.005-0.455-0.325-0.185-0.2450.909-0.9090.1850.2450.3250.455-0.0050.0050.0960.0960.268-0.042-0.015-0.015-0.0830.0830.0150.0150.042-0.268-0.096-0.0962.622.41-4.967.61-1.43-1.52-4.764.761.431.52-7.614.96-2.62-2.41

EAEJEFFEFKFBFGGFGLGCGHHGHDHM0.2100.2100.5900.2700.1000.1000.5400.5400.1000.1000.2700.5900.2100.210-8.1008.100-2.1702.170-8.1008.1001.7011.7014.779-1.601-0.593-0.593-3.2023.2020.5930.5931.601-4.779-1.701-1.7010.851-0.8012.390-0.2971.601-1.6010.297-2.3900.801-0.851-0.010-0.010-0.029-0.997-0.369-0.369-1.9951.9950.3690.3690.9970.0290.0100.0100.000-0.116-0.499-0.015-0.1680.997-0.9970.1680.0150.4990.1160.1290.1290.363-0.220-0.081-0.081-0.4400.4400.0810.0810.220-0.363-0.129-0.1291.822.55-4.297.66-1.51-1.04-5.215.211.511.04-7.664.29-1.82-2.55

0.851-0.2970.297-0.851-0.005-0.1850.1850.0050.065-0.0410.041-0.065AE0.91BF-0.52CG0.52DH-0.91

3.054-1.7341.734-3.054

NJ1.774OK-1.016PL1.016QM-1.774

2.623-1.51611.516-2.623

2.410-1.4261.426-2.410

JE1.551KF-0.917LG0.917MH-1.551

2.554-1.5091.509-2.554

1.820-1.0441.044-1.820

EA0.853FB-0.489GC0.489HD-0.853

-0.9100.910-0.5220.522

Q 3 1 =0.00Q 2 1 =0.00Q 1 1 =0.00

= 0