# KANY-PARA PORTICOS

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EJERCICIOS METODO KANY

K-1METODO DE KANI primera combinacion

3.CALCULO DE LOS FACTORES DE DESPLAZAMIENTO

4.CALCULO DE LOS MOMENTOS DE SUJECION

0.75Tn/mseccion vigas= 35*65cm N Oseccion columnas=35*45cmE=200 Tn/cm21.CALCULO DE LA RIGIDEZ RELATIVA :K=IL7.00 mBARRAINERCIALONGITUDI / Lk RELATIVAAD265781.25388593.750.7742375967DG265781.25388593.750.7742375967GJ265781.25388593.750.7742375967JM265781.25388593.750.7742375967NK265781.25388593.750.7742375967KH265781.25388593.750.7742375967HE265781.25388593.750.7742375967EB265781.25388593.750.7742375967CF265781.25388593.750.7742375967FI265781.25388593.750.7742375967IL265781.25388593.750.7742375967LO265781.25388593.750.7742375967ON800989.5833333337114427.0833333331NM800989.5833333337114427.0833333331JK800989.5833333337114427.0833333331KL800989.5833333337114427.08333333311 Tn/mIH800989.5833333337114427.0833333331 J KHG800989.5833333337114427.0833333331DE800989.5833333337114427.0833333331EF800989.5833333337114427.08333333317.00 m2.CALCULO FACTOR DE GIRO:

NUDOBARRAKrelativaS k RELATIVASmDDA0.77423759672.5484751934-0.1519021254DE1-0.1961957492DG0.7742375967-0.1519021254GGD0.77423759672.5484751934-0.1519021254GH1-0.1961957492GJ0.7742375967-0.1519021254JJG0.77423759672.5484751934-0.1519021254JK1-0.1961957492JM0.7742375967-0.1519021254MMJ0.77423759671.7742375967-0.2181888148MN1-0.2818111852N NM12.7742375967-0.1802296965NO1-0.1802296965NK0.7742375967-0.1395406071KKN0.77423759673.5484751934-0.1090944074KJ1-0.1409055926KL1-0.1409055926KH0.7742375967-0.1090944074HHK0.77423759673.5484751934-0.1090944074HG1-0.1409055926HI1-0.1409055926HE0.7742375967-0.1090944074EEH0.77423759673.5484751934-0.1090944074ED1-0.1409055926EF1-0.1409055926EB0.7742375967-0.1090944074FFC0.77423759672.5484751934-0.1519021254FE1-0.1961957492FI0.7742375967-0.1519021254IIF0.77423759672.5484751934-0.1519021254IH1-0.1961957492IL0.7742375967-0.1519021254LLI0.77423759672.5484751934-0.1519021254LK1-0.1961957492LO0.7742375967-0.1519021254OOL0.77423759671.7742375967-0.2181888148ON1-0.2818111852MOMENTO PARCIAL DEBIDO A LOS GIROS DE LOS EXTREMOS DE LAS BARRAS

MOMENTOS PARCIALES DEBIDO A LOS DESPLAZAMIENTOS RELATIVOS DE LOS PISOS:

SENTIDO A ITERAR E - F - D - H - I - G - K - L - J - N - O - MMNO

0.0-0.2818-0.1802-3.1-0.1802-3.06003.0600-0.2823.1-0.2182-0.39170.6414-0.10.6414-1.1019-0.218-0.3033-0.53060.93230.49660.9323-1.2614-0.8532-0.4108-0.55411.00280.72181.0028-1.2859-0.9766-0.4290-0.55701.01720.77641.0172-1.2889-0.9956-0.4313-0.55731.01970.78761.0197-1.2892-0.9979-0.5000-0.4315-0.55731.0201-0.50000.78951.0201-1.2892-0.5000-0.99810.1007-0.4315-0.55721.02020.10070.78981.0202-1.28910.1007-0.99810.0761-0.4314-0.55721.02020.07610.78991.0202-1.28910.0761-0.99810.0626-0.4314-0.55721.02020.06260.78991.0202-1.28910.0626-0.99810.0587-0.4314-0.55721.02020.05870.78991.0202-1.28910.0587-0.99810.0576-0.43140.05760.78990.0576-0.99800.05720.05720.05720.05690.05690.05690.05680.74870.0568-0.49900.05680.20880.05670.85000.0567-0.71960.05670.38300.05670.88730.0567-0.78840.05670.42410.8969-0.80650.43400.8991-0.81050.43620.8997-0.81120.43680.8999-0.81130.43710.9001-0.81120.43720.9001-0.81120.43720.9001-0.81120.4372

JKL-0.1519-0.1090944074-0.1519-4.1-0.1962-4.0804.080-0.14094.1-0.1409-0.19620.0-0.15190.9670-0.6445-0.1090944074-0.64450.2696-0.15190.74871.0978-0.9294-0.4990-0.92940.49460.20880.85001.1460-1.0183-0.7196-1.01830.54780.38300.88731.1584-1.0416-0.7884-1.04160.56050.42410.89691.1613-1.0468-0.8065-1.04680.56350.4340-0.50000.89911.1621-1.0477-0.5000-0.8105-1.04770.5642-0.50000.4362-0.00900.89971.1624-1.0478-0.0090-0.8112-1.04780.5645-0.00900.43680.00020.89991.1625-1.04780.0002-0.8113-1.04780.56460.00020.43710.00150.90011.1626-1.04780.0015-0.8112-1.04780.56470.00150.4372-0.00050.90011.1626-1.0478-0.0005-0.8112-1.04780.5647-0.00050.4372-0.00230.9001-0.0023-0.8112-0.00230.4372-0.0035-0.0035-0.0035-0.0042-0.0042-0.0042-0.0045-0.2043-0.00450.4937-0.0045-0.7299-0.0046-0.3745-0.00460.6909-0.0046-0.8302-0.0047-0.4085-0.00470.7561-0.0047-0.8737-0.41760.7780-0.8836-0.41930.7843-0.8853-0.41920.7861-0.8852-0.41890.7865-0.8850-0.41880.7866-0.8848-0.41870.7866-0.8848-0.41870.7866-0.8847

GHI-0.1519-0.1090944074-0.15190.0-0.1962-0.1409-4.1-0.1409-4.0804.080-0.19624.1-0.1519-0.26380.6376-0.10909440740.6376-0.9427-0.15190-0.2043-0.48370.89240.49370.8924-1.0723-0.7299-0.3745-0.52760.97650.69090.9765-1.1285-0.8302-0.4085-0.53941.00480.75611.0048-1.1413-0.8737-0.4176-0.54151.01300.77801.0130-1.1435-0.8836-0.5000-0.4193-0.54141.0153-0.5000.78431.0153-1.1434-0.5000-0.88530.0456-0.4192-0.54111.01580.0460.78611.0158-1.14300.0456-0.88520.0316-0.4189-0.54091.01600.0320.78651.0160-1.14280.0316-0.88500.0107-0.4188-0.54081.01600.0110.78661.0160-1.14270.0107-0.88480.0006-0.4187-0.54071.01600.0010.78661.0160-1.14270.0006-0.8848-0.0043-0.4187-0.0040.7866-0.0043-0.8847-0.0064-0.006-0.0064-0.0073-0.007-0.0073-0.00770.7071-0.008-0.4451-0.00770.0873-0.00780.7875-0.008-0.5845-0.00780.2476-0.00790.8310-0.008-0.6068-0.00790.28050.8451-0.61900.29600.8500-0.62230.30110.8517-0.62330.30270.8522-0.62350.30330.8524-0.62350.30340.8524-0.62350.30350.8524-0.62350.3035

DEF-0.1519-0.1090944074-0.1519-4.1-0.1962-4.0804.080-0.14094.1-0.1409-0.19620.0-0.15190.9133-0.5749-0.1090944074-0.57490.1128-0.15190.70710.9787-0.7708-0.4451-0.77080.31980.08730.78751.0620-0.8288-0.5968-0.82880.36230.24760.83101.0872-0.8505-0.6417-0.85050.38230.28050.84511.0965-0.8577-0.6585-0.85770.38890.2960-0.50000.85001.0996-0.8598-0.5000-0.6640-0.85980.3910-0.50000.3011-0.17470.85171.1006-0.8604-0.1747-0.6657-0.86040.3917-0.17470.3027-0.21910.85221.1009-0.8605-0.2191-0.6661-0.86050.3919-0.21910.3033-0.23490.85241.1010-0.8605-0.2349-0.6662-0.86050.3920-0.23490.3034-0.24130.85241.1010-0.8605-0.2413-0.6662-0.86050.3920-0.24130.3035-0.24350.8524-0.2435-0.6662-0.24350.3035-0.2444-0.2444-0.2444-0.2447-0.2447-0.2447-0.2448-0.2448-0.2448-0.2448-0.2448-0.2448

A BC

MJG=1.3768906Tn/m-0.0001MMJ=0.0940515Tn/m-0.0000MJM=1.4255615Tn/mMMN=-0.0940952Tn/mMJK=-2.8025514Tn/m

MNM=1.4833050Tn/m-0.0000MON=1.5021146Tn/m-0.0000MNO=-2.3085900Tn/mMOL=-1.5021583Tn/mMNK=0.8252703Tn/m

MKN=-0.7758488153Tn/m0.0000MFC=0.3621353Tn/m-0.0000MKH=-0.8404966658Tn/mMFI=-0.2856128Tn/mMKJ=3.1470851413Tn/mMFE=-0.0765478Tn/mMKL=-1.5307785218Tn/m

MHK=0.7573614547Tn/m0.0000MIF=-1.4738167Tn/m-0.0001MHE=0.9419529506Tn/mMIL=-1.3369077Tn/mMHG=1.4913051132Tn/mMIH=2.8106262Tn/mMHI=-3.1906520877Tn/m

MEH=-0.4681641Tn/m0.0000MLI=-0.0149443Tn/m-0.0001MEB=-1.5772998Tn/mMLO=-0.0668762Tn/mMED=3.4600118Tn/mMLK=0.0817212Tn/mMEF=-1.3290284Tn/m

K-3METODO DE KANItercera combinacion

0.5870.587J4.154.15KL3.CALCULO DE LOS FACTORES DE DESPLAZAMIENTO

2.8

LAS CARGAS ESTAN EN Tn-ml2.352.35PISOCOLUMNAk RELATIVAS kr NG4.154.151AD2.66666666678-0.5HIBE2.6666666667-0.5CF2.6666666667-0.52FI3.29.6-0.52.8EH3.2-0.5DG3.2-0.52.352.353GJ3.29.6-0.5D4.154.15HK3.2-0.5EFIL3.2-0.54LO00ERROR:#DIV/0!KN0ERROR:#DIV/0!3JM0ERROR:#DIV/0!

8.08.04.CALCULO DE LOS MOMENTOS DE SUJECION

seccion vigas= 35*65cm30*60cmseccion columnas=35*45cm30*60cmE=200 Tn/cm2-34.6667D6.5E34.6667-34.6667E6.5F34.6667K=I1.CALCULO DE LA RIGIDEZ RELATIVA :L88

BARRAINERCIALONGITUDI / Lk RELATIVAAD1706666.673568888.8888888892.6666666667DG1706666.672.5682666.6666666673.2M DE = -WL2M ED = WL2M EF = -WL2M FE = WL2GJ1706666.672.5682666.6666666673.212121212

M DE =-34.6667M ED = 34.6667M EF = -34.6666666667M FE = 34.6666666667KH1706666.672.5682666.6666666673.2HE1706666.672.5682666.6666666673.2EB1706666.673568888.8888888892.6666666667CF1706666.673568888.8888888892.6666666667FI1706666.672.5682666.6666666673.2IL1706666.672.5682666.6666666673.2-34.6666666667G6.5H34.6667-34.6667H6.5I34.6667

88

JK1706666.678213333.3333333331KL1706666.678213333.3333333331IH1706666.678213333.3333333331M GH = -WL2M HG = WL2M HI = -WL2M IH = WL2HG1706666.678213333.333333333112121212DE1706666.678213333.3333333331EF1706666.678213333.3333333331M GH = -34.6666666667M HG = 34.6667M HI = -34.6666666667M IH = 34.6666666667

2.CALCULO FACTOR DE GIRO:

NUDOBARRAKrelativaS k RELATIVASmDDA2.66666666676.8666666667-0.1941747573-25.264J4.737K25.264-25.264K4.737L25.264DE1-0.072815534DG3.2-0.233009708788GGD3.27.4-0.2162162162GH1-0.0675675676GJ3.2-0.2162162162JJG3.24.2-0.380952381M JK = -WL2M KJ = WL2M KL = -WL2M LK = WL2JK1-0.11904761912121212

M JK = -25.264M KJ = 25.264M KL = -25.264M LK = 25.264

KKN05.20KKJ18.4-0.0961538462KL1-0.0961538462KH3.2-0.3076923077HHK3.28.4-0.1904761905HG1-0.0595238095HI1-0.0595238095HE3.2-0.1904761905EEH3.27.8666666667-0.2033898305ED1-0.063559322EF1-0.063559322EB2.6666666667-0.1694915254FFC2.66666666676.8666666667-0.1941747573FE1-0.072815534FI3.2-0.2330097087IIF3.27.4-0.2162162162IH1-0.0675675676IL3.2-0.2162162162LLI3.24.2-0.380952381LK1-0.119047619

5.- SENTIDO A ITERAR D-G-J-K-H-E-F-I-LMNO

-3.10.0000-3.06003.06000.00000.00.0000-3.06003.06000.0003.10.00000.00000.00000.00.00000.00000.0000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000-0.50000.00000.00000.0000-0.50000.00000.00000.0000-0.50000.0000

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