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Two-Dimensional Frame
Structural Element
Input File
Report File
Standard Materials
Standard Sections
RC Design Data
Static analysis
of a structure with
Structural Model
Nodes
Boundary Conditions
Fixed Support
Free
Support Stiffness
Frame Elements
Start Node
End Node
Section
Material
Hinge
Stiff
Tension-only
Compression-only
User Sections
Height
Cross-Sectional
Area
Shear
Area
Second Moment of
Area
Steel Sections
Moment of
Area
Distance
to Top
to Bottom
Web
Thickness
Timber Sections
Width
Rectangular Concrete Sections
Height
Distance to
Top Reinf.
Distance to
Bottom Reinf.
Design
for
beam
column
Concrete T-Sections
Flange Height
Web Width
Flange Width
Distance to
Center of Area
Sections
Materials
Modulus
of Elasticity
Shear
Modulus
Coefficient
of Expansion
Poisson's
Ratio
Mass Density
Strength
Static Loads
Load Cases
Type
Comments
Permanent
Imposed
Accidental
Wind
Other
Load
Combinations
Load Case
Factor
Load Combinations
Distributed Loads
Load
Direction
Distance from
Length
Load
Element
of DL
Imperfections
Inclination
Eccentricity
Concentrated Loads
Force
Moment
Translation
Rotation
Temperature Loads
Top
Bot
Element Height
Node Loads
Node
Translation
Rotation
Structural Response
Envelopes
Support Reactions
Sum of Reactions
Sum of Loads
Internal Forces and Moments
Load Combination
Element disabled
Axial
Force
Shear
Force
Bending
Moment
Req. Longitudinal
Shear Resistance
Req. Shear
Stress
Stress
Ratio
Normal
Bending
Reinforcement
Element Displacements
local
global
Node Displacements
Envelopes
Req. Reinforcement
Stress Envelopes
system global
element global
Req.
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
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Matrix Displacement Method
Element stiffness matrix
Element transformation matrix
Element stiffness and transformation matrices used
local coordinates
global coordinates
Stiffness coefficients
first order analysis, shear deformation neglected
Check for Analysis Settings
Modulus of elasticity
Cross-sectional area
Second moment of area
Length of frame element
Without any hinges
With one hinge for axial force
With one hinge for shear force
With one hinge for shear force and one hinge for bending moment
With a hinge for bending moment
at start node
at end node
With two hinges for bending moments
Computation of element stiffness and transformation matrices
Fixed-end forces and moments
subscript
Element index
Load case index
Units
Assemblage of structure equilibrium equations
Stiffness matrix
of the assembled structure
Nodal forces / loads
Computed structure displacements
Index Table
Global Index
Reduced Index
Structure Equilibrium Equations
Reduced matrices
and solution for structure displacements
Reduced stiffness matrix of the assembled structure
Reduced nodal forces of the assembled structure
Inverted stiffness matrix
useful for manual computation
Computation of structure reactions
Stiffness submatrix for fixed boundary conditions
Reactions due to nodal displacements
External node loads
Final reactions
Computation of element end forces and moments
End forces and moments due to nodal displacements
Final end forces and moments
Element end displacements
changing
signs
Element Matrices
Structure Equilibrium Equations
Structure Reactions
Element End Forces
nodes
frame elements
fixed boundary conditions
degrees of freedom
load cases
load combinations
Degree of indeterminacy
Time used for computation
First order analysis
Second order analysis
Shear deformation neglected
Self-weight loads activated
1st order analysis
2nd order analysis
shear deformation neglected
with shear deformation
Painting
Surface
Surface
Total
Mass
Bill of Materials
Truss Element
Truss Elements
User section
Timber section
Concrete section T
Concrete section rectangle
European I beam; Euronorm 19-57
European standard beam; DIN 1025-1
European wide flange beam; Euronorm 53-62
Wide flange column
Wide flange bearing pile
Channel with parallel flanges; DIN 1026-1
European standard channel; DIN 1026-1
European channel with taper flanges; DIN 1026-1
Tee section; EN 10055
Tee cut from I; Euronorm 19-57
Tee cut from HE; Euronorm 19-57
Square hollow section; EN 10210, EN 10219
Rectangular hollow section; EN 10210, EN 10219
Circular hollow section; EN 10210, EN 10219
cold formed
hot formed
British universal beam; BS 4-1
British joist with taper flanges; BS 4-1
British universal column; BS 4-1
British universal bearing pile; BS 4-1
British parallel flange channel; BS 4-1
British channel with taper flanges; BS 4-1
Tee cut from UB; BS 4-1
British T-section; BS 4-1
American wide flange beam; ASTM A6/A6M-02
American standard beam; ASTM A6/A6M-02
American standard channel; ASTM A6/A6M-02
American channel; ASTM A6/A6M-02
Japanese H Section; JIS G 3192
zz-axis
Flange
Thickness
Radius
Radius
of Gyration
Centre of
Gravity
Deformed Shape
Element Deflections
Axial Forces
Shear Forces
Bending Moments
Normal Stress
Bending Stress
Shear Stress
Normal+Bending Stress
System + Loads
Angle
Engineer
Long Stalk Structural Tee
Structural Tee
American wide flange bearing pile; ASTM A6/A6M-02
Beam Matrix
Coefficient of Subgrade
Foundation Stiffness
Elastic Length
Characteristic Length
Settlement
Soil Pressure
Element Width
Elastic Foundation Element
Resultant Force
Tensile stress
Check for validity
Compressive stress
positiv
Static Equilibrium
Vertical Stirrups
Minimum Longitudinal Reinforcement
Maximum Longitudinal Reinforcement
Minimum Shear Reinforcement
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Steel Section
Timber Section
Model Column Method
Slenderness ratio
Limiting slenderness ratio
First order eccentricity
Additional eccentricity
Second order eccentricity
Total eccentricity
Design Values
Radius of 
Gyration
Nonslender (short) Column
Slender Column
Effective Length
Error, column is too slender!
Creep effects are neglected
Isolated column without transverse loads
Check for buckling about the second principal axis with reduced section depth!
Model Column
sway
non-sway
braced
unbraced
considered
not considered
An additional check for buckling about the second principal axis is to be considered
Beam Design
Column Design
Tension Member
Additional checks for the limit states of cracking are to be considered
Checking of span/depth ratio
slab
Slab Design
Chinese
Italian
language6
language7
Snow
Temperature
Settlement
Copyright
Release
CSC
Buckling
Curve
Plastic
Section
Modulus
Elastic
Torsion
Constant
Warping
Constant
Total
Surface
Stability
Flexural Buckling
Lateral-Torsional Buckling
Bending moments due to non-centred connections 
and torsional moments due to element loads 
(shear centre) must be separately investigated.
The buckling design is to be checked for applicability.
Lateral-Torsional Buckling is to be checked separately. 
EOF
