ONLINE CADD 360

Preferences > structural > ok. Pre - processor > element type > add/edit/delete > add > beams > 2 node 188 > ok > close. Pre - processor > material properties> material model > structural > linear > elastic > isotropic > enter (EX = 1.2E5, PRXY = 0.34) > ok. Pre - processor > sections > beams > common section > enter (ID = 1, Name = small end, B = 40, H = 20) > apply > enter (ID = 2, Name = small end, B = 80, H = 20) > ok. Pre - processor > section > beams > tapper section > By X, Y, Z location > enter ( New tapper section ID = 3, Name of the section = tapper, Beginning section ID - 1 - SMALL END, X Y Z location = (0,0,0) > Ending section ID -2-BIG END, X Y Z location = (1000,0,0) > ok. Pre - processor > modelling > create > node > in active cs > enter the below table. Node No X - location Y - location Z - locatio...

Preferences > structural > ok. Pre - processor > element type > add/edit/delete > add > links > 3D finite stn 180 > ok > close. Pre - processor > real constants> add/edit/delete > add > select 1 link 180 > ok > now enter the values of area following the below table > close. Real constant set No Cross-section 1 1200 Apply 2 1600 Apply 3 1400 Ok Pre - processor > material properties> material model > structural > linear > elastic > isotropic > enter (EX = 2.1E5, PRXY = 0.3) > ok. Pre - processor > material properties> material model > materials (in the menu bar of material model box) > new material > new model ID = 2 > select (material model 2) > structural > linear > elastic > isotropic > enter (EX = 1.27E5, PRXY = 0.34) > ok. Pre - process...

Preferences > structural > ok. Pre - processor > element type > add/edit/delete > add > beams > 2 node 188 > ok > close. Pre - processor > material properties> material model > structural > linear > elastic > isotropic > enter (EX = 1.2E5, PRXY = 0.34) > ok > materials > exit. Pre - processor > section > beams > common section > enter [ID = 1, Name = beam I - section, Sub type (select I SECTION), w1=w2=w3=100, t1=t2=t3=10] > ok. Pre - processor > modelling > create >nodes > in active cs > enter the below table. Node No X - location Y - location Z - location 1 0 0 0 Apply 101 4000 0 0 Apply 102 6000 0 0 Apply 103 10000 0 0 Apply 203 12000 ...

Preferences > structural > ok. Pre - processor > element type > add/edit/delete > add > links > 3D finite stn 180 > ok > close. Pre - processor > Pre - processor > real constants> add/edit/delete > add > ok > cross section area = 1500 > ok. Pre - processor > material properties> material model > structural > linear > elastic > isotropic > enter (EX = 1.2E5, PRXY = 0.28) > ok > materials > exit. Pre - processor > modelling > create > key points > in active cs > enter the below table. Key point No X - location Y - location Z - location 1 0 0 0 Apply 2 0 5000 0 Apply 3 0 0 5000 Apply 4 0 5000 5000 Apply 5 6614.38 2500 250...