Calculo1.0Correas de Techo1.1CargasCargas MuertasPeso propio9kg/m2Tejaandina10Total Carga Muerta19kg/mSeparacin@0.80mCarga distribuida15.20kg/mCargas Nieve50kg/mSeparacin@0.80mCarga distribuida40.00kg/mVientoCe1.23Table 16-G UBCI1qs72kg/m2TechoPendiente = 1:12Cq-0.7Table 16-H UBCP-62.0kg/m2kg/m2Separacin@0.80mWw=-49.59kg/mW vW hD15.2015.11.3L40.0039.93.3W-50-50Ang (rad)0.0831412319W v= w cos(ang)W h= w sin(ang)Combinacinw (kg/m)1D+LS55Controla2D+W-341.2Anlisis y DiseoCorrea de techo tpicaL=1.13mLb0.38mTempladores@ 1/3 LVmaxkg31Dimensiones exterioresM maxkg-m9b (cm)5.08d (cm)5.08Seccin2"x2"x6.0mLACZ32.774128fy (kg/cm2)3100Id(cm4)281.9274189397Cb1Dimensiones interioresMaKg-m103.80>M max(OK)b (cm)4.88d (cm)4.88Idcm451.30Z29.053568fy (kg/cm2)3100cm0.01Id(cm4)230.6310965931L / 10274