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
|
2500
|
Ok
|
Pre - processor > modelling > create >
lines > lines > in active cs > join the lines by referring the diagram
> ok.
Pre - processor > meshing > size ctrls >
manual size > lines > all lines > no. of. element divisions = 1 >
ok.
Pre - processor > meshing > mesh > lines
> select (pick all) > ok.
Solution > define loads > apply > structural >
displacement > on key point > (select
the base key points which are fixed
to the wall in ALL DOF)
Solution > define loads > structural
> force/moment > on key point > select the key point 5 > ok > FX
= 4E3 > ok.
Solution > solve > current LS > ok
> close .
General post processor > plot results > deformed
shape > deformed + un-deformed shape > ok.
General post processor > plot results > contour plot
> nodal solution > DOF solution > displacement sum vector > ok.
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