Datos Perfl 1 Deexión máxima Momento resistente h [mm] = 210 L [m] =13 Mmax [kg m]= 515!1 " #l$ [kg%&m2] = 3'50 ( [mm] = 220 ) a*m [&m] = 3!25 + [kg%&m2] = 2100000 t, [mm] = -max [&m] = 3!1'011.1 /ne&! [&m3] = 2.. !! =2 t# [mm] = 11 esiste esiste x [&m'] =5'10 /x [&m3] = 515 46 4+ Datos Perfl 3 Deexión máxima Momento resistente h [mm] = 170 L [m] =8 Mmax [kg m]=121!25 " #l$ [kg%&m2] =200 ( [mm] = .1 ) a*m [&m] = 1!5 + [kg%&m2] = 2100000 t, [mm] = 5!3 -max [&m] = 1!05122855 /ne&! [&m3] = 127 !! = 2 t# [mm] = 7 esiste esiste x [&m'] =1320 /x [&m3] = 1'8 46 4+ Datos Perfl 1 Deexión máxima Momento resistente D [mm] = 20 L [m] = 3!5 Mmax [kg m]= .5.!7 " #l$ [kg%&m2] = '500 e [mm] = 0 ) a*m [&m]= 0!75 + [kg%&m2] =2100000 x [&m'] =2807!05 ) max [&m] =0!5 /ne& [&m3] ='3' !! =2 /x [&m3] = 1.32!' esiste esiste 46 4+

Problema (1)

Download PDF Report

Upload
roaromanm
View
213
Download
0

Embed Size (px)

DESCRIPTION

solucion dinamica exel

Citation preview

Hoja1Datos Perfil 1Deflexin mximaMomento resistenteh [mm] =210L [m] =13Mmax [kg m]=5157.1 flu [kg/cm2] =3450b [mm] =220y adm [cm] =3.25E [kg/cm2] =2100000tw [mm] =7Ymax [cm] =3.1401197078Wnec. [cm3] =299F.S. =2tf [mm] =11ResisteResisteIx [cm4] =5410Wx [cm3] =515VIGA SIRVESon compatiblesDatos Perfil 3Deflexin mximaMomento resistenteh [mm] =180L [m] =6Mmax [kg m]=1721.25 flu [kg/cm2] =2700b [mm] =91y adm [cm] =1.5E [kg/cm2] =2100000tw [mm] =5.3Ymax [cm] =1.0512265512Wnec. [cm3] =128F.S. =2tf [mm] =8ResisteResisteIx [cm4] =1320Wx [cm3] =146VIGA SIRVEDatos Perfil 1Deflexin mximaMomento resistenteD [mm] =270L [m] =3.5Mmax [kg m]=9759.8 flu [kg/cm2] =4500e [mm] =0y adm [cm]=0.875E [kg/cm2] =2100000Ix [cm4] =26087.0490846315y max [cm] =0.757Wnec [cm3] =434F.S. =2Wx [cm3] =1932.4ResisteResiste

VIGA SIRVE

Hoja2

Hoja3