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InfoCAD Price List April 2009
- General Information
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Finite Elements 2D
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Finite Elements 3D
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Bridge Check According to DIN Technical
Report
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Prestressing
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Dynamics
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2D and 3D Frames
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Lateral Torsional Buckling Check
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Nonlinear System Analysis
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Structural Analysis for Fire Scenarios
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Axissymmetric Shell
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Software Maintenance
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General Information
This price list supercedes all previous price lists.
Pricing, Installation
All goods and services are subject to the General Terms and
Conditions of InfoGraph GmbH. The listed prices are quoted ex
works Aachen, Germany, and exclude VAT. On-site installation
will be charged on a time and material basis.
Scope of Delivery, Network Licenses
The InfoCAD program system is delivered on a CD and is
compatible with Windows 2000, XP or Vista operating systems. The
programs feature software protection and are installed with
single-user or network licenses. The licensing fees do not
depend on the type of installation.
Multiple Licenses
The price list shows the fees for the initial license of the
program components. In the case of multiple installations at one
business location, the following scale of discount shall apply:
2nd license:
3rd license:
4th or subsequent license: |
40% discount on initial license
70% discount on initial license
80% discount on initial license |
Conditions for Universities
Special licensing agreements are available upon request if
the program is used for educational and research purposes.
Warranty Period
The warranty period is 6 months. Within that period the
licensee may receive program maintenance and application support
free of charge.
Software Maintenance Agreement
Upon conclusion of a software maintenance agreement, the
licensee is eligible for all program revisions and extensions
during the entire agreement period. In addition, the licensee
may make use of the support services of the licensor regarding
program system use at any time via telephone, mail or the
Internet.
Extension of Program Licenses
All program licenses can be extended in a modular fashion.
Program components purchased during the warranty or maintenance
period shall be credited based on the range of functions they
provide. After this period, the licensee may be charged for
updating older program components prior to extension.
Leasing
The monthly leasing fee for a program license including
software maintenance is 4.5% of the listed price. The minimum
leasing period is 3 months. Expansion modules may be leased only
in conjunction with a basis module. The scale of discounts for
multiple licenses are not applicable in this case. If a leased
or higher-value program component is purchased during the
leasing term, up to 6 months of leasing fees can be credited
toward the list price.
Study Version
A study version for teaching and training purposes and
without warranty, maintenance and consulting services is
available free of charge. The student version offers a limited
range of functions and does not include software protection.
Documentation is limited to the help system only.
Email, Internet
info@infograph.de
www.infograph.de
Mailing Address
InfoGraph GmbH
Kackertstrasse 10
52072 Aachen
Germany
Telephone +49 - 241 - 88 99 80
Fax +49 - 241 - 88 99 888
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Finite Elements 2D
Analysis of slabs and plain stress structures with downstand
beams as well as 2D frameworks and girder grids.
- Internal forces calculation
- Stress determination
- Load case combination
- Polygonal beam sections, steel sections
- Elastic bedding with exclusion of tensile stress
- Elastic support according to modulus of compressibility
method
- Stiff or spring-mounted support with exclusion of
tensile forces
- Frameworks based on the deflection theory
- Determination of influence lines and surfaces
- Checks at the ultimate limit state according to DIN
1045-1(1),
OENORM B 4700 (2), SIA 262
(3), EN 1992-1-1 (4)
- Minimum reinforcement to ensure robustness (1,4)
- Bending with or without longitudinal force or long. force
only(1-4)
- Lateral force with minimum level of reinforcement
(1-4)
- Pure torsion or torsion with lateral force (1-4)
- Check against punching shear (1-4)
- Check against concrete and reinforcing steel fatigue
(1,2,4)
- Crack check acc. to 1045-1, OENORM B 4700, SIA
262 and EN 1992-1-1
- E-E and E-P steel checks according to DIN 18800 and EC3
- Stress checks for beams made of homogeneous materials
- Section analysis for polygonal beam sections
- Management of a section database
CAD user interface for entering all system data, graphical
and alphanumeric results output, serial print with automatic
updating of results plots, animation using the InfoGraph System
Viewer, data exchange over DXF, DSTV and IFC interfaces,
transfer of reinforcements to construction programs. |
Price in Euro
plus VAT
3,900.00 |
Serviceability checks according to DIN 1045-1 / OENORM / EN
1992-1-1
- Limiting the concrete compressive stresses
- Limiting the reinforcing steel stresses
- Minimum reinforcement for crack width limitation
- Limiting the crack width via direct calculation
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750.00 |
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Finite Elements 3D
Calculation of slabs, plain stress structures, shells and
prismatic shell structures as well as 2D and 3D frameworks.
- Internal forces calculation, stress determination, load
case combin.
- Polygonal beam sections, steel sections
- Elastic bedding with exclusion of tensile stress
- Elastic support according to modulus of compressibility
method
- Stiff or spring-mounted support with exclusion of
tensile forces
- Frameworks based on the deflection theory
- Determination of influence lines and surfaces
- Checks at the ultimate limit state according to DIN
1045-1(1),
OENORM B 4700 (2), SIA 262
(3), EN 1992-1-1 (4)
- - Minimum reinforcement to ensure robustness (1,4)
- Bending with or without longitudinal force or long. force
only(1-4)
- Lateral force with minimum level of reinforcement
(1-4)
- Pure torsion or torsion with lateral force (1-4)
- Check against punching shear (1-4)
- Check against concrete and reinforcing steel fatigue
(1,2,4)
- Crack check acc. to 1045-1, OENORM B 4700, SIA
262 and EN 1992-1-1
- E-E and E-P steel checks according to DIN 18800 and EC3
- Stress checks for beams made of homogeneous materials
- Section analysis of polygonal beam sections; profile
database
CAD user interface for entering all system data, graphical
andalphanumeric results output, serial print with
automaticupdating of results plots, animation with the InfoGraph
System Viewer, data exchange over DXF, DSTV and IFC
interfaces,transfer of reinforcements to construction programs. |
Price in Euro
plus VAT
8,950.00 |
Serviceability checks according to DIN 1045-1 / OENORM / EN
1992-1-1
- Limiting the concrete compressive stresses
- Limiting the reinforcing steel stresses
- Minimum reinforcement for crack width limitation
- Limiting the crack width via direct calculation
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750.00 |
| Extension Modules Calculation of solid models with
finite solid elements, combinable with beam and area elements. |
1,250.00 |
| Calculation of cable structures with or without prestressing
according to the theory of large deformations. |
1,500,00 |
| Calculation of shell structures according to the deflection
theory, determination of buckling eigenmodes incl. load factors. |
1,250.00 |
| Parallel Sparse Solver, substructure technique and iterative equation solver for
large systems. |
1,250.00 |
| 64-Bit Edition. |
1,500.00 |
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Bridge Check According to DIN Technical
Report
Extension Module for 3D FEM Calculation
This module performs checks for all beam and shell structures
as defined in DIN Technical Reports 101 and 102. Elements with
no prestress as well as prestressed elements with subsequent
bond, without bond, with external prestressing and in mixed
construction can be analyzed.
- Consideration of any stresses and loading
- Special preparation of the load model LM 1
- Automatic combination of the actions according to DIN
Report 101
- Construction and final states for all action combinations
- Optionally user-defined actions
- Checks at the ultimate limit state acc. to DIN Technical
Report 102
- Minimum reinforcement for ensuring robustness
- Bending with or without longitudinal force or longit.
force alone
- Lateral force under consideration of minimum reinforcement
- Pure torsion and torsion with lateral force
- Check against fatigue for concrete, bending, shearing and
torsion reinforcement as well as for tendons
- Checks at the serviceability limit state acc. to DIN
Techn. Report 102
- Minimum reinforcement for the crack width limitation
- Limiting the crack width through direct calculation
- Check of the decompression- Limiting the concrete
compressive stress
- Limiting the reinforced concrete stresses
- Limiting the prestressing steel stresses
- Check of the diagonal principal tensile stresses
Graphical display of the calculated reinforcements and
stresses of all action combinations and situations.Output of
detailed check log. |
Price in Euro
plus VAT
3,900.00 |
| Special price in conjunction with the Prestressing module. |
2,900.00 |
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Prestressing
Extension Module for 3D FEM Calculation
Calculation of prestressed 2D and 3D beam and shell
structures.
- Element-independent 3D tendon guide for beam and area
elements
- Consideration of over-stressing reserve through using
the Kappa allowance according to DAfStb (German Committee of
Reinforced Concrete) Book 525 and DIN Technical Report
- Load processing using cubical spline functions
- Consideration of creep and shrinkage at the composite
section
- Checks at the ultimate limit state according to DIN
1045-1, OENORM B 4750 and B 4753, EN 1992-1-1
- Minimum reinforcement for
ensuring robustness
- Bending with or without longitudinal force or longit.
force alone
- Lateral force under consideration of minimum reinforcement
- Pure torsion and torsion with lateral force
- Check against fatigue for concrete, bending, shearing and
torsion reinforcement as well as for tendons
- Checks at the serviceability limit state according to
DIN 1045-1, OENORM B 4750 and B 4753, EN 1992-1-1
- Minimum reinforcement for limiting crack width
- Limiting crack width through direct calculation
- Check of the decompression
- Limiting the concrete compressive stress
- Limiting the reinforced concrete stresses
- Limiting the prestressing steel stresses
Graphical and interactive input of tendon geometry with
visual control of the prestress distribution, graphical display
of the calculated reinforcements and stresses of all action
combinations and situations. Output of detailed check log. |
Price in Euro
plus VAT
4,900.00 |
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Dynamics
Extension Module for 3D FEM Calculation
Dynamic analysis of 2D and 3D beam and shell structures,
solid models and cable structures.
- Determination of eigenvalues and eigenvectors under
consideration of point and multi-point mass distributions
- Mass distribution from load cases
- Periodic and transient load functions
- Time step integration with determination of all system
reactions
- Direct integration with consideration of point dampers
- Response spectrum according to DIN 4149, OENORM B 4015, SIA 261
and
EN 1998-1
- User-defined response spectra
- Dynamic train crossing with freely selectable tracks
Interactive, graphical definition of point masses,graphical
rendering of load functions, speeds,accelerations, deformations
and internal forces in a given time interval,animation using the
InfoGraph System Viewer. |
Price in Euro
plus VAT
3,900.00 |
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Frameworks
Frameworks made of reinforced concrete, steel or wood in
accordance with the linear plastic and the deflection theory.
- Internal forces calculation, stress determination, load
case combin.
- Polygonal beam sections, steel sections
- Elastic bedding with exclusion of tensile stress
- Consideration of predeformation
- Determination of influence lines
- Checks at the ultimate limit state according to DIN 1045-1(1), ÖNORM B 4700
(2), SIA 262 (3), EN 1992-1-1 (4)
- Minimum reinforcement to ensure robustness (1,4)
- Bending with or without longitudinal force or long. force
only(1-4)
- Lateral force with minimum level of reinforcement (1-4)
- Pure torsion or torsion with lateral force (1-4)
- Check against concrete and reinforcing steel fatigue (1,2)
- Crack check acc. to 1045-1, OENORM B 4700, SIA
262 and EN 1992-1-1
- E-E and E-P steel checks according to DIN 18800 and EC3
- Stress checks for beams made of homogeneous materials
- Section analysis of polygonal beam sections; profile
database
CAD user interface for all system data input, graphical and
alphanumeric results output, serial print with automatic
updating of results plots, animation with the InfoGraph System
Viewer, data exchange via DXF, DSTV and IFC interfaces. |
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2D Frame
This module is part of the Finite Elements 2D and 3D
suites.
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Price in Euro
plus VAT
1,900.00 |
3D Frame
This module is part of the Finite Elements 3D suite.
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2,500.00 |
Serviceability checks according to DIN 1045-1 / OENORM / EN
1992-1-1
- Limiting the concrete compressive stresses
- Limiting the reinforcing steel stresses
- Minimum reinforcement for crack width limitation
- Limiting the crack width via direct calculation
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750.00 |
Extension Module Cable Structures
Calculation of cable structures with or without prestressing
according to the theory of large deformations. |
1,500.00 |
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Lateral Torsional Buckling Check
Check according to DIN 18800, Part 2, in accordance with the
equivalent beam method.
- Application for single- and double-symmetric I and U
profiles
- Profile selection via section library
- Alternative definition of customized sections
- Consideration of load eccentricities and elastic
rotational bedding
- Results log with system diagrams
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Price in Euro
plus VAT
500.00 |
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Nonlinear System Analysis
Determination of the internal force and deformation values
for reinforced concrete and steel with allowance for geometric
and physical nonlinearities (state 2 resp. plasticity).
- Reinforced concrete with stress-strain-curve according
to DIN 1045-1,
OENORM B 4700, SIA 262 and EN
1992-1-1
- Effect of concrete on tension between cracks
- Ultimate limit state- Check with allowance for existing
reinforcement
- Serviceability limit state- Deformations with allowance
for existing reinforcement
- Consideration of long-time deformations as result of
concrete creeping
- Steel with bilinear stress-strain-curve under
consideration of the Huber - von Mises yield criterion and
interaction with all internal forces
- Bilinear stress-strain-curve and individually definable
compressive and tensile strength
- Equilibrium on the deformed system according to
deflection theory and advanced geometrical nonlinear theory
- Bedding with bilinear bedding curve for frameworks
- Automatic reinforcement increase during ultimate limit
state check for frameworks
Graphical display of internal forces, strains and stresses on
the upper and lower sides as well as maximum comparison stresses
of the elements. |
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Extension for '2D Frame' program module
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Price in Euro
plus VAT
1,500.00 |
Extension for '3D Frame' program module
(includes nonlinear system
analysis of 2D frameworks) |
2,000.00 |
Extension for the 'Finite Elements 3D' program module
Can be used for beam, shell and solid elements
(includes nonlinear system
analysis of 3D frameworks) |
3,500.00 |
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Structural Analysis for Fire Scenarios
Analysis of 2D and 3D beam structures with steel, reinforced concrete and
composite sections in accordance with EN 1992-1-2, EN 1993-1-2
and ENV 1994-1-2.
- Any kind of section geometry
- Steel, reinforced concrete and free materials (e.g., insulation) within a section
- Predefined and user-defined thermal material properties
- Unit temperature-time curve, hydrocarbon fire curve
- User-defined fire curves
- Calculation of the temperature profile in the section via nonlinear time-step integration
- Consideration of different fire scenarios
- Temperature-dependent thermal strains and stress-strain curves
- Nonlinear time-step calculation of the structure based on the general calculation method
Graphical display of the time-dependent deformations, internal forces and
support reactions.
Extension for the "2D/3D
Frame" program module
Special
price in conjunction with the “Nonlinear System Analysis” module. |
Price in Euro
plus VAT
3,950.00
2,450.00 |
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Axisymmetric Shell
Calculation of rotationally symmetrical shell structures made
of reinforced concrete and steel based on finite element methods.
- Internal forces calculation
- Stress determination
- Load case combination
- Orthotropic material behavior
- Radial and tangential element bedding with exclusion of
tensile stresses
- Check at the ultimate limit state according to DIN 1045-1(1), OENORM B 4700
(2), SIA 262 (3)
- Bending with or without longitudinal force or long. force
alone(1-3)
- Lateral force with minimum reinforcement (1-3)
- Crack check acc. to 1045-1, OENORM B 4700, SIA
262 and EN 1992-1-1
CAD user interface for entering all system data,graphical and
alphanumeric results output,serial print with automatic updating
of results plots,animation using the InfoGraph System
Viewer,data exchange over DXF interface. |
Price in Euro
plus VAT
2,300.00 |
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Software Maintenance
Upon conclusion of a software maintenance agreement, the
licensee is eligible for all program revisions and extensions
during the entire agreement period. In addition, the licensee
may make use of the support services of the licensor regarding
program system use at any time via telephone, mail or the
Internet.
The maintenance agreement can be concluded during the
warranty period and will be valid for one year. It will
automatically be extended by an additional year unless
terminated three months before expiration.
The maintenance fees depend on the type and scope of the
program licenses and are imposed at the start of each agreement
year. Each license is always included in the agreement as a
whole.
Multiple licenses are charged based on the scale of discount.
Program maintenance and consulting are provided free of charge
during the warranty period. |
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Annual Maintenance Fees for First License
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Price in Euro
plus VAT |
| Finite Elements 2D |
780.00 |
| Finite Elements 3D |
1,380.00 |
| Bridge Check According to DIN Technical Report |
460.00 |
| Prestressing |
780.00 |
| Dynamics |
460.00 |
| 2D Frame |
300.00 |
| 3D Frame |
460.00 |
| Nonlinear System Analysis for Frameworks |
200.00 |
| Nonlinear System Analysis for Beam and Shell Structures |
350.00 |
| Structural Analysis for Fire Scenarios |
500.00 |
| Axisymmetric Shell |
300.00 |
| 64-Bit Edition |
200.00 |
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