Beam with Two Different Moments of Inertia

Example: Problem 5-5, Text (modified)

(Interface using SuperDraw III)

File
	Save As
		5-5
Setting
	Unit System
		Specify Default
			English (in)
Options
	Grid Display
		Using points
Options
	Input Method
		Keyboard
Snap
	points
Add
	Line (input coordinates for all the nodes of the beam)
File
	Save
Modify
	Clean
		Duplicates
FEA Add
	Stress and Vibration Analysis
		Boundary Conditions (Node at the right end is completely fixed. Middle node is free to rotate around z-axis.)
FEA Add
	Stress and Vibration Analysis
		Nodal Forces (follow instructions) (Add two 1000 lb forces)
			<Esc>

File
	Save
Model Data
	Element
		Type
			Beam
					<Esc>
	Material
		Steel (4130)
	Data
		ALGOR opens a new window (Beam Design Editor)
			Inquire
					Beam
						Click on any beam. All beams have the node k as node 8.
					Node
						Find <8> Note 8 is at infinity in the positive Y-direction. This means that ijk plane is the x-y plane. 2-axis is the y-axis. 3-axis is the z-axis.
			Add/Mod
					Sectional
					Value
						I2=100 I3=15 S2=5 S3=1
						<Esc>
	Files
		Save
		<Esc>
	Done
	Global
		Load Case
			1
		Output
			Element Data Nodal Data Displacement Data Stress Data
	Analysis
		Analyze
	Results (Superview)
	Results
		Beam and Truss Results
			M2/S2
				<Esc>
			M3/S3
				<Esc>
Results
	Displacement Data
		Displaced Model On
		Undisplaced Model On
		Calculate Scale
		Node Inquire
			Get Node
			Click on the tip node