FEAP 2D- Modelling

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Displacement Type	Angle to '-Y' axis	Spring stiffness
DOF1 - Translation	degrees
DOF2 - Translation	degrees
DOF3 - Rotation

Load Case
Assigned Restrains	Angle to '-Y' axis	Settlement
DOF1 - Translation	degrees
DOF2 - Translation	degrees
DOF3 - Rotation		degrees

Add to existing settlement
Replace the existing settlement
Delete the existing settlement

Settings

Font Size
Node Size
Frame Width

Point Force Symbol Scale
Uniform Force Symbol Scale
Moment Symbol Scale

Distributed Moment Scale

Node Information

Nodes

Selected nodes only

Location X=
Location Y=

Assigned Restrains

Assigned Forces

Frame Information

Frames

Selected frames only

Start Node (i)
End Node (j)
	Reserve other assignment

Section
Material
Assigned Releases

Assigned Rigid Ends
Assigned Point Loads

Assigned Distributed Loads
Assigned Temperature

Assign Node Forces

Load Case
Force in X direction
Force in Y direction
Moment (+ clockwise)
	Add to existing forces Replace the existing forces Delete the existing forces

Assign Frame Forces

Load Case
Load Type
Point Load
Load Direction
Relative Distance from Node I		.L
Magnitude
Distributed Load
Load Direction
Magnitude at Node I (1st)
Magnitude at Node J (2nd)

	Add to existing forces Replace the existing forces Delete the existing forces

Assign Frame Temperature Loads

Load Case

Temperature at Top Fiber (+ Local 2 Axis)
Temperature at Bottom Fiber (- Local 2 Axis)

	Add to existing forces Replace the existing forces Delete the existing forces

Assign Frame Rigid Ends

Start (Node I)

End (Node J)

Rigid Length

Rigidity Factor

Remove Rigid Ends

Assign Frame Releases

Start (Node I)	End (Node J)

Release Moment	Release Moment
Release Shear Force	Release Shear Force
Release Axial Force	Release Axial Force

	Remove Releases

List of Materials


Unit Weight
Modulus of Elasticity (E)
Poisson Ratio
Coefficient of Thermal Expansion

Define Section


Moment of Inertia (I)
Area (A)
Depth (d)

Material

List of Load Cases



Load type

Self-weight factor

List of Load Combinations


Load Combination Type

Load cases and combinations
	Case/Comb.

	Factor

View Assign Loads

Load Cases/Combinations
	Loads at Nodes Point Loads on Frames Distributed Loads on Frames Temperature on Frames

Total Depth (d) =
Total Width (b) =
Hollow Depth (d1) =
Hollow Width (b1) =

Dimension (dx) =
Dimension (dy) =
Area (A) =
Moment of Inertia (Ix) =
Moment of Inertia (Iy) =

FEAP 2D: 2-Dimensional Finite Element Analysis Programs

Section properties

Help

From

Δ X =
Δ Y =

Outside Diameter (D) =
Inside Diameter (d) =