EJERCICIOS METODO KANY

K-1METODO DE KANI primera combinacion

3.CALCULO DE LOS FACTORES DE DESPLAZAMIENTO

PISOCOLUMNAk RELATIVAS kr N1AD0.77423759672.3227127902-0.5BE0.7742375967-0.5CF0.7742375967-0.52FI0.77423759672.3227127902-0.5EH0.7742375967-0.5DG0.7742375967-0.53GJ0.77423759672.3227127902-0.5HK0.7742375967-0.5IL0.7742375967-0.54LO0.77423759672.3227127902-0.5KN0.7742375967-0.5JM0.7742375967-0.5

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

6..CALCULO DE LOS MOMENTOS FINALES:MAD=0.6076170T/mMBE=-0.9110660T/mMCF=0.0586516T/mMDG=1.2783761Tn/m-0.0000MGD=0.0072645Tn/m-0.0001MDA=1.4600663Tn/mMGJ=0.0580966Tn/mMDE=-2.7384674Tn/mMGH=-0.0654594Tn/m

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

-3.10.0000-3.06003.06000.00000.00.0000-3.06003.06000.0003.10.00000.00000.00000.00.00000.00000.0000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000-0.50000.00000.00000.0000-0.50000.00000.00000.0000-0.50000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00006.- RESULTADO DE MOMENTOS FINALES0.00000.00000.0000

JKL

-25.3-0.1190-25.264025.2640-0.09620.0-0.0962-25.264025.2640-0.119025.30.0095-25.264025.26400.0076-25.264025.26400.0095-0.38102.32320.0000-0.30769230770.0000-2.3232-0.38102.5060-0.0119-0.0119-2.50227.43432.4820-0.00940.0000-0.0094-2.4782-7.43438.01932.5060-0.0119-0.0382-0.0119-2.5022-8.00707.94242.5095-0.0035-0.0301-0.0035-2.4923-7.93028.0193-0.01192.5060-0.0382-2.5022-0.0119-8.00708.03052.5130-0.0051-0.0111-0.0051-2.4944-7.97540.1126-20.263927.74620.1126-27.790020.24770.11268.04162.5126-0.0065-0.0164-0.0065-2.4955-7.98204.12220.0152-4.3367-0.5008.04032.5112-0.0080-0.500-0.0209-0.0080-2.4970-0.500-7.985620.27340.0515-20.23820.00008.03582.5096-0.00930.0000-0.0256-0.0093-2.49860.0000-7.9905-0.03338.03072.5082-0.0104-0.0333-0.0298-0.0104-2.5000-0.0333-7.9955-0.01948.02622.5070-0.0113-0.0194-0.0333-0.0113-2.5012-0.0194-8.00010.00458.02232.5060-0.01190.0045-0.0360-0.0119-2.50220.0045-8.00400.03058.01930.0305-0.03820.0305-8.00700.05440.05440.05440.07450.07450.07450.09065.74900.09060.00000.0906-5.74900.10314.42460.10310.09780.1031-4.43780.11264.22080.11260.06570.1126-4.29174.17920.0554-4.28694.16020.0446-4.29974.14750.0355-4.31164.12220.0152-4.33674.13810.0282-4.32084.12220.0152-4.33674.13120.0226-4.32780.11260.11260.11264.12600.0184-4.33298.0193-0.0382-8.00704.12220.0152-4.336716.37630.1048-16.5679

GHI-0.2162-0.1904761905-0.2162-34.7-0.0676-34.666734.6667-0.05950.0-0.0595-34.666734.6667-0.067634.70.0156-34.666734.66670.0142-34.666734.66670.0156-0.21621.79660.0000-0.19047619050.0000-1.7966-0.216221.28820.00470.0047-1.35525.74901.38270.03060.00000.0306-1.3868-5.74904.12221.28820.00470.01520.0047-1.3552-4.33674.42461.31900.02050.09780.0205-1.3412-4.43784.12220.00471.28820.0152-1.35520.0047-4.33674.22081.30600.01730.06570.0173-1.3397-4.29170.5042-32.085535.96430.504-36.012431.96090.50424.17921.30010.01390.05540.0139-1.3437-4.28696.9762-0.5771-7.2081-0.5004.16021.29610.0111-0.5000.04460.0111-1.3474-0.500-4.299715.7248-0.0426-15.37740.00004.14751.29320.00880.0000.03550.0088-1.35030.0000-4.31160.21444.13811.29100.00710.2140.02820.0071-1.35240.2144-4.32080.29234.13121.28940.00570.2920.02260.0057-1.35400.2923-4.32780.36004.12601.28820.00470.3600.01840.0047-1.35520.3600-4.33290.40754.12220.4070.01520.4075-4.33670.44110.4410.44110.46510.4650.46510.48248.07770.4820.00000.4824-8.07770.49506.73810.495-0.51340.4950-6.73810.50427.00140.504-0.49180.5042-7.08907.0172-0.5303-7.15467.0058-0.5488-7.17696.9952-0.5596-7.18896.9876-0.5667-7.19676.9762-0.5771-7.20816.9824-0.5714-7.20196.9762-0.5771-7.20816.9788-0.5748-7.20550.50420.5040.50426.9762-0.5771-7.20814.12220.0152-4.336718.5788-0.6349-18.2488DEF-0.2330-0.2033898305-0.2330-34.7-0.0728-34.666734.6667-0.06360.0-0.0636-34.666734.6667-0.072834.70.0052-34.666734.6667-0.9116-34.666734.66670.0053-0.19422.52430.0000-0.16949152540.0000-2.5243-0.19422.1800-0.0372-0.0372-2.25256.73142.10570.00000.00000.0000-2.1057-6.73145.81352.1800-0.0372-0.0993-0.0372-2.2525-6.00675.61512.1865-0.01980.0000-0.0198-2.2153-5.61515.8135-0.03722.1800-0.0993-2.2525-0.0372-6.00675.83452.1925-0.0249-0.0529-0.0249-2.2358-5.90750.1432-30.343936.77220.1432-36.993630.12440.14325.84772.1890-0.0294-0.0665-0.0294-2.2428-5.962211.7703-0.0553-11.8703-0.5005.83812.1858-0.0323-0.500-0.0784-0.0323-2.2465-0.500-5.98080.00005.82932.1835-0.03430.0000-0.0862-0.0343-2.24900.0000-5.99080.00005.82302.1819-0.03560.0000-0.0915-0.0356-2.25060.0000-5.99720.06305.81872.1808-0.03660.0630-0.0950-0.0366-2.25170.0630-6.00160.09055.81572.1800-0.03720.0905-0.0975-0.0372-2.25250.0905-6.00460.11055.81350.1105-0.09930.1105-6.00670.12390.12390.12390.13280.13280.13280.13900.13900.13900.14320.14320.1432

5.8135-0.09930.14320.14320.1432-6.0067ABC5.95670.0440-5.8635

6..CALCULO DE LOS MOMENTOS FINALES:

MAD=5.95675T/mMBE=0.04396T/mMCF=-5.86352T/m

MDG=18.57882Tn/m0.0052MGD=15.7248240Tn/m0.0156MDA=11.77026Tn/mMGJ=16.3763423Tn/mMDE=-30.34385Tn/mMGH=-32.0855373Tn/m

MJG=20.27340Tn/m0.00950.0000

MJK=-20.26388Tn/m

MNM=Tn/m0.00000.0000MNO=Tn/mMNK=Tn/m

0.0000MFC=-11.8702670Tn/m0.0053MKH=0.051486482Tn/mMFI=-18.2487787Tn/mMKJ=27.7461759039Tn/mMFE=30.1243788Tn/mMKL=-27.7900424748Tn/m

MHK=0.1048197461Tn/m0.0000MIF=-15.3774259Tn/m0.0156MHE=-0.0425833243Tn/mMIL=-16.5678878Tn/mMHG=35.9643449251Tn/mMIH=31.9609425Tn/mMHI=-36.0124151641Tn/m

MEH=-0.63486Tn/m0.0000MLI=-20.2381620Tn/m0.0095MEB=-0.05531Tn/mMED=36.77224Tn/mMLK=20.2476878Tn/mMEF=-36.99365Tn/m

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Informe de compatibilidadInforme de compatibilidad para KANY2.xlsEjecutar el 12/09/2010 13:28

Las siguientes caractersticas de este libro no son compatibles con versiones anteriores de Excel. Estas caractersticas podran perderse o degradarse si guarda el libro con un formato de archivo anterior.

Prdida menor de fidelidadN de apariciones

Algunas celdas o estilos de este libro contienen un formato no admitido en el formato de archivo seleccionado. Estos formatos se convertirn al formato ms cercano disponible.37