Author
paulo-imerson-jose
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23
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DESCRIPTION
tabela para calculo de cargas em vigas
Plan1CARGAS EM KGs QUE RESISTE UMA VIGAPARA VIGAS SUJEITAS A CARGAS INTERMITENTES OU CHOQUES UTILIZAR Px1,66W=1RESULTADOadm=1200P=1600.00KGl=4VIGA 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=0.00KG621.95130l=025.6714227.38233.1830.5246.6W=0RESULTADO34.22262adm=1200P=0.00KG37.94279l=037.84001044.6543852.09479W=0RESULTADO59.53518adm=1200P=0.00KG60.71735l=01266.9777674.4182481.85872W=0RESULTADO81.41450adm=1200P=0.00KG1889.291530l=096.731600104.171670121.12400W=0RESULTADO20126.52460adm=1200P=0.00KG133.92540l=0141.42620148.82700W=0RESULTADOadm=1200P=0.00KGl=0VIGA UPESOWPOLKG/MCM3W=0RESULTADO6.1118.1adm=1200P=0.00KG37.4420.3l=08.9322.77.9531.449.334.3W=0RESULTADO10.837.5adm=1200P=0KGl=0512.271.7W=0RESULTADO15.692.9adm=1200P=0.00KG619.495l=023.110717.1133.4820.5147.9W=0RESULTADO24.2164adm=1200P=0.00KG27.9180.1l=022.72211029.825937.2299W=0RESULTADO44.7339adm=1200P=0.00KG30.7352l=01230.739444.744352.1491W=0RESULTADOadm=1200P=0.00KGl=050.468852.1701W=0RESULTADO1559.5762adm=1200P=0.00KG67822l=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