calculo de vigas

6
CARGAS EM KGs QUE RESISTE UMA VIGA PARA VIGAS SUJEITAS A CARGAS INTERMITENTES OU CHOQUES UTILIZAR Px1,66 W= 1 RESULTADO adm= 1200 P= 1600.00 KG l= 4 VIGA I PESO W POL KG/M CM3 W= 0 RESULTADO 8.48 27.3 adm= 1200 P= #DIV/0! KG 3 9.67 29.5 l= 0 11.16 31.7 11.46 49.2 4 12.65 51.6 W= 0 RESULTADO 14.14 54.9 adm= 1200 P= #DIV/0! KG 15.63 58.2 l= 0 14.88 79.3 5 18.23 88.5 21.95 98.3 W= 0 RESULTADO 18.6 119.1 adm= 1200 P= #DIV/0! KG 6 21.95 130 l= 0 25.67 142 27.38 233.1 8 30.5 246.6 W= 0 RESULTADO 34.22 262 adm= 1200 P= #DIV/0! KG 37.94 279 l= 0 37.8 400 10 44.65 438 52.09 479 W= 0 RESULTADO 59.53 518 adm= 1200 P= #DIV/0! KG 60.71 735 l= 0 12 66.97 776 74.41 824 81.85 872 W= 0 RESULTADO 81.4 1450 adm= 1200 P= #DIV/0! KG 18 89.29 1530 l= 0 96.73 1600 104.17 1670 121.1 2400 W= 0 RESULTADO 20 126.5 2460 adm= 1200 P= #DIV/0! KG 133.9 2540 l= 0 141.4 2620 148.8 2700 adm W. P= l P l P l adm 2W . P= l P l adm 12W . P= l P l adm 8W . P= l P l = = adm 4W . P= l = = l P adm 8W . P= l l P adm 8W . P= l l P = = P=K G s A D M ISSÍV EL=1200kg/cm 2 W =M ÓDU LO RESISTENTE L=VÃO EM Cm adm 16W . P= 3.L

Upload: paulo-imerson-jose

Post on 07-Nov-2015

25 views

Category:

Documents


3 download

DESCRIPTION

tabela para calculo de cargas em vigas

TRANSCRIPT

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