CALCULO DE VIGAS.xls

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Plan1CARGAS EM KGs QUE RESISTE UMA VIGAPARA VIGAS SUJEITAS A CARGAS INTERMITENTES OU CHOQUES UTILIZAR Px1,66W=0RESULTADOadm=1200P=0.00KGl=0VIGA IPESOWPOLKG/MCM3W=0RESULTADO8.4827.3adm=1200P=0.00KG39.6729.5l=011.1631.711.4649.2412.6551.6W=0RESULTADO14.1454.9adm=1200P=0.00KG15.6358.2l=014.8879.3518.2388.521.9598.3W=0RESULTADO18.6119.1adm=1200P=0.00621.95130l=025.6714227.38233.1830.5246.6W=119RESULTADO34.22262adm=1200P=5712.0037.94279l=20037.84001044.6543852.09479W=119RESULTADO59.53518adm=1200P=2856.0060.71735l=2001266.9777674.4182481.85872W=0RESULTADO81.41450adm=1200P=0.001889.291530l=096.731600104.171670121.12400W=0RESULTADO20126.52460adm=1200P=0.00133.92540l=0141.42620148.82700W=0RESULTADOadm=1200P=0.00l=0VIGA UPESOWPOLKG/MCM3W=0RESULTADO6.1118.1adm=1200P=0.0037.4420.3l=08.9322.77.9531.449.334.3W=0RESULTADO10.837.5adm=1200P=0l=0512.271.7W=0RESULTADO15.692.9adm=1200P=0.00619.495l=023.110717.1133.4820.5147.9W=0RESULTADO24.2164adm=1200P=0.0027.9180.1l=022.72211029.825937.2299W=0RESULTADO44.7339adm=1200P=0.0030.7352l=01230.739444.744352.1491W=0RESULTADOadm=1200P=0.00l=050.468852.1701W=0RESULTADO1559.5762adm=1200P=0.0067822l=074.4881

Plan2

Plan3

MBD0005B28B.unknown

MBD000B90A7.unknown

MBD001571F5.unknown

MBD00174F74.unknown

MBD0017E431.unknown

MBD00158D8F.unknown

MBD000BED9C.unknown

MBD0013C7E9.unknown

MBD0013DD79.unknown

MBD000BFC1F.unknown

MBD000BA32A.unknown

MBD000A73C6.unknown

MBD000AE5F3.unknown

MBD000B1333.unknown

MBD000A8B1F.unknown

MBD0005FDA4.unknown

MBD000A01B4.unknown

MBD000A2800.unknown

MBD000896DE.unknown

MBD0008A28F.unknown

MBD0005FDA5.unknown

MBD0005B28C.unknown

MBD0004A95D.unknown

MBD00056A1D.unknown

MBD00058536.unknown

MBD00055977.unknown

MBD0002BE45.unknown

MBD000405DB.unknown

MBD000419B3.unknown

MBD0002BE4B.unknown

MBD0002BE3E.unknown

MBD0002BE41.unknown

MBD0002BE43.unknown

MBD0002BE3F.unknown

MBD00004410.unknown

MBD000250B4.unknown