File
Save As
frame
Setting
Unit System
Specify Default
Metric mks (SI)
Options
Grid Display
Using points
Options
Input Method
Keyboard
Snap
points
Add
Line (input coordinates for all the nodes of the frame)
File
Save
FEA Add
Stress and Vibration Analysis
Boundary Conditions (Two end nodes are fully restricted.)
FEA Add
Stress and Vibration Analysis
Nodal Forces (follow instructions)
Modify
Clean
Duplicates
Select
Point
Subtract Mode
All
Add Mode
Select the three beams
Construct
Divide
Number
5
Divide
Model Data
Element
Type
Beam (Group 1)
Data for Group 1 (ALGOR opens Beam Design Editor Window
Add/Mod
Sectional
Value (A=5.76e-4
I2=2.765e-8, I3=2.765e-8)
<ESC>
<ESC>
Quit/Save
Material
Steel
Global
Load Case
Analysis
Analyze
Results
Stress-di
Post
Beam-truss
m3 mom
<Esc>
<Esc>
Displaced
Scale
1
Displaced
With Und
Node Inq
Get
<Click on the middle node of vertical part>
