Title: 62 FDV - Heis (TKS).pdf.pdf
N/cm=T 50/50/5cm 24,75σm σSection=σm =σσ perm σ perm2N/cm2.748,64<=Weigth per meter3,73Kg/m2<=6.359,99N/cmThickness of groove0,50ccmh 1Guide rail heightcm5,00TORSIONAL STRESSbHalf the width of the guide shoe liningcm2,25σ permσFσF2cmFoot depthf<=0,50N/cm78,75=cm 4Inertia momentum in X axisJx11,2403Resistant modul X axisWxcmDEFLECTIONS GUIDES3,15cm 4Inertia momentum in Y axisJy=δx =δy5,250cm0,012gcm 3Resistant modul Y axisWy2,100,048cmgN/cm 2Load of material breakingRm47.000Elongation of the materialDEFLECTIONS SHAFT%8=δx =δycmMax. turning radius X, Y1,050,000cmstr0,000cmstrTOTAL DEFLECTIONS=δxcm +0,012cm =0,000cm0,012 δxT<=cm1,00Tδycm ==cm +0,000cm0,0480,048 δyTcm1,00<=TFO.210.02.01C/ Coeters 27, 46980 Paterna, VALENCIA (Spain)Page 8 / 1041Technical Data98 / 174