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 - location
|
|
1
|
0
|
0
|
0
|
Apply
|
2
|
1000
|
0
|
0
|
Ok
|
Pre - processor > modelling > create >
elements > element attributes > section number = tapper > ok.
Pre - processor > modelling > create >
element > auto number > select node 1&2 > ok.
Pre - processor > loads > define loads >
apply > structural > displacement > on node > select node 1 >
all DOF > ok.
Pre - processor > loads > define loads >
apply > structural > force/moment > on node > now select node 2
> FX = 5E3 > ok.
NOTE: To see the thickness of the section
(plot ctrls in the utility menu bar > style > size & shape >
display of element "ON")
General post processor > plot results > contour plot
> nodal solution > DOF solution > X - component of displacement >
ok.
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