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Two-Dimensional Frame
Frame Elements
Structural Steel
Structural Timber
Reinforced Concrete
Other
Load Cases
Type
Permanent
Imposed
Accidental
Wind
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BYLAYER
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End Node Coordinates:
Length, Angle
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Frame Elements
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Temperature Loads
Imperfections
Node Loads
Load Cases
Load Combinations
Structural Response
Name
Comments are less than 127 characters long.
Caution! This will delete all load combinations
and create default combinations according to Eurocode.
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Settings
Report Settings
DOT
LT Scale
Define a frame element
Select a material
Select a section
Select a load case
Give it a unique name
Section type differs from material type!
Frame elements must have two nodes
Coordinates must be positive
There is a frame element, already
Define a distributed load
Select a load case
Which load case?
Load must fit onto frame element!
Cannot delete load case LC01!
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load case
with all of its loads?
Which load case?
Cannot solve unstable system
Degree of indeterminacy:
Missing supports or too many hinges!
Invalid material
There is a Node at
already.
Cannot delete a used section
Unknown section type
Area must be positive
Second moment of area must be positive
Height must be positive
z must be positive
Thickness must be positive
Moment of area must be positive
Drawing Extends must be greater than zero
Node
already has a support
Width must be positive
file or file is damaged
Flange width must be positive
Depth must be positive
Web width must be positive
Flange depth must be positive
Cancelled! Loads which would not fit onto frame element!
Distance cannot be larger than graph!
Linetype BYLAYER is NOT possible for layers.
Node Displacements are applied to free nodes or spring supports.
This is not a standard material file
This is not a standard steel section file
This is not a help file
This is not a reinforced concrete desig file
Grid too dense to display
Making TwoDFrame Layers will destroy all existing data, continue?
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Could not find ENTITIES
Polyline
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Support without stiffness? Use delete instead!
Distance
Data
GRID
SNAP
Ready
Pick Window to Zoom!
Scale
Reactions
Deformed Shape
Bottom
Top
Combined Stress
Project
Element
Engineer
Page
System and Loads
Graph
This is not a valid dxf file
Circle
Arc
Ellipse
Linear Dimension
Text Weight: 0-1000
Text Height[mm]:
Text Width[mm]:
Angle[deg]:
Name:
Scale Factor:
Decimal Places:
Feature Scale Factor:
Tick Type:
Tick Size
Text Vertical Position
Dimension Line Extension
Extension Line Extension
Extension Line Offset
FSF
TT
TS
TVP
DLE
ELE
ELO
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Arrow
Rectangle
Ellipse
Array
Extend
Trim
Chamfer
Fillet
Offset
Explode
None
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Node
Quadrant
Intersection
Insertion
Perpendicular
Tangent
Nearest
Grips
DIAGONAL_UP
DIAGONAL_DOWN
CROSS
DIAGONAL_CROSS
HORIZONTAL
VERTICAL
Development
Stress
or
Shear Stress
Only one prescribed node displacement per load case!
Auto m/cm
Label is used or wrong.
The node displacements are big. Check your structural model and the analysis settings.
Available with commercial license
Option is not available for elastic foundation elements
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Bl&ue:
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