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InfoCAD Price List May 2008

  1. General Information
  2. Finite Elements 2D
  3. Finite Elements 3D
  4. Bridge Check According to DIN Technical Report
  5. Prestressing
  6. Dynamics
  7. 2D and 3D Frames
  8. Lateral Torsional Buckling Check
  9. Nonlinear System Analysis
  10. Axissymmetric Shell
  11. Software Maintenance
 

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
 

 

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)
  • 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

 

750.00

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)
  • 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

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

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

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
  • Stress check, failure safety check and crack check as well as diagonal principle stresses and shear coverage checks according to DIN 4227.
  • 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 (except for EN 1992-1-1)
  • 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

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

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.

 

2D Frame

This module is part of the Finite Elements 2D and 3D suites.

Price in Euro
plus VAT

1,900.00

3D Frame

This module is part of the Finite Elements 3D suite.

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

750.00

Extension Module Cable Structures

Calculation of cable structures with or without prestressing according to the theory of large deformations.

1,500.00

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

Price in Euro
plus VAT

500.00

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.

 

Extension for '2D Frame' program module

 

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

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

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.

 

Annual Maintenance Fees for First License

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
Axisymmetric Shell 300.00
64-Bit Edition 200.00