conexion empalme vigas i

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Hoja1 Página 1 Sección IN25x32,6 H250x150x10x5 Acero A-36 Fy (kgf/cm2) 2531 h (mm) b (mm) tf (mm) tw (mm) Fu (kgf/cm2) 4078 250 150 10 5 Capacidad Área (cm2) Af (cm2) Aw (cm2) Zx (cm3) Traccion (kgf) 100% 41.5 15 11.5 426 Momento (kgf-m) 100% Planchas Alas bps es bpi ei diam pernos n° fil (mm) (mm) (mm) (mm) (pulg) 150 8 60 8 3/4 4 2 Planchas Alma bt et diam pernos N° filas S St (mm) (mm) (pulg) (mm) (mm) 3/4 4 2 80 80 Ala 22,734 Kgf capacidad Alma 17,429 Kgf ca Verificación pernos N° de pernos ala N° de pernos alma

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Planilla para calculo de empalmes

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Hoja1SeccinIN25x32,6H250x150x10x5Acero A-36Fy (kgf/cm2)2531h (mm)b (mm)tf (mm)tw (mm)Fu (kgf/cm2)4078250150105Capacidadrea (cm2)Af (cm2)Aw (cm2)Zx (cm3)Traccion (kgf)100%62,89641.51511.5426Momento (kgf-m)100%6,458Planchas Alasbpsesbpieidiam pernosN de pernos alan filasS1StLvS4(mm)(mm)(mm)(mm)(pulg)(mm)(mm)(mm)(mm)15086083/4427090400Planchas Almabtetdiam pernosN de pernos almaN filasSStLv(mm)(mm)(pulg)(mm)(mm)(mm)3/442808050Ala22,734Kgf capacidadAlma17,429Kgf capacidadVerificacin pernosAp (cm2)2.85Ap (cm2)2.85Fnv (kgf/cm2)3793Fnv (kgf/cm2)3793Rn (kgf)86,487Rn (kgf)86,487Rred (kgf)43,244Rred (kgf)43,244FO0.526OKFO0.403OKAplastamientoPerfillc (cm)2.97Rn (kgf)116,199Rred (kgf)58,099FO0.39OKAplastamientoPerfillc (cm)-0.16Rn (kgf)0Rred (kgf)0FO0.000.00AplastamientoPerfillc (cm)0.00Rn (kgf)0Rred (kgf)0FO0.000.00

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