Ram Caddsys

Concrete Code Checks Made Simple

Design all types of walls, details, cross-sections, and members
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IDEA StatiCa Concrete

Handle Concrete Complexity

Accurate concrete design is critical to your projects’ success, so stop relying on tools with limited geometry possibilities and few ULS and SLS checks. Using IDEA StatiCa, you can:
  • Design concrete walls and details of any geometry and loading, including D-regions in openings and dapped ends
  • Optimize their reinforcement
  • Get a report with all ULS and SLS checks as per code

Why Choose

IDEA StatiCa Concrete

Wall and Detail Design

Design and Code-Check any Shape
Go beyond traditional methods for calculating walls and D-regions and see their real structural behavior. Design and code-check walls and D-regions in your concrete structures and get:
  • Clear pass/fail results for any geometry
  • Ready-made templates, import from DXF
  • ULS checks – Strength of concrete and reinforcement, anchoring
  • SLS checks – Crack width checks, Stress limitation checks
  • Nonlinear deflections

Checkbot

Export and synchronize thousands of connections and members
Use IDEA StatiCa Checkbot for the management of your BIM workflows – importing and synchronizing connections and members. Checkbot gives you complete control by providing:
  • A list of all imported items and their status – checked/not-checked 
  • 3D visualization of imported members and loads 
  • A conversion table for materials and cross-sections 
  • Management of load combinations 
How does it work? 
  1. Install plugin
  2. Run Checkbot
  3. Import structure
  4. Design and check

IDEA StatiCa RCS AP

Optimize Concrete Sections
IDEA StatiCa RCS API gives you access to advanced modeling capabilities and automation, making your reinforced concrete cross-section design processes more efficient, including:
  • Advanced reinforcement modeling of sophisticated reinforced concrete cross-sections
  • Automated optimization for strength, durability, and material efficiency
  • Integration with other software, from initial modeling to final analysis and optimization
  • Enhanced design precision based on specific parameters and constraints

Supported integrations

Design, Import, And Document All Your Concrete Members
Identify critical concrete members, get necessary data from the analytical model, and prove buildability. Design reinforced and prestressed concrete members, walls, and details.
  • SAP 2000
  • Robot
  • Midas
  • SCIA
  • RFEM and RSTAB
  • AxisVM
  • Advance Design
  • Strand7

Unlimited Cross Section Design

Cross Sections of any Complexity
Get rid of your spreadsheets and boost your productivity and daily workflows. With IDEA StatiCa RCS, you can
  • Model and reinforce any type of concrete cross-section
  • Use staged, composite, pre- and post-tensioned sections
  • Have full control with detailed results
  • Receive all code-required ULS and SLS checks
  • Generate simplified and detailed reports

Concrete Member Design

Model, Analyze, Reinforce, And Code-Check Concrete Members Of Any Shape
With IDEA StatiCa, you can design, analyze and code-check concrete members of any shape and gain complete control over:
  • Dealing with both reinforced and prestressed concrete
  • Any tendon geometry, prestressing losses, prestressing effects
  • Checking the construction stages
  • Solving stability issues
  • Handling members with multiple openings
  • All ULS/SLS checks for reinforced and prestressed concrete

Wall and Detail Design

Accurately and safely design concrete walls, D-regions, or whole members. IDEA StatiCa Detail gives you a complete design report with all ULS/SLS checks for:

  • Concrete walls
  • Beams with openings, dapped ends, etc.
  • Bridge diaphragms
  • Pile caps and pier caps
  • General shape D-regions

Cross-Section Design

Whether you’re working on designing building structures with a variety of standard cross-sections or tackling the challenges of complex staged sections as a bridge engineer, IDEA StatiCa RCS is here to assist you with:

  • Reinforced concrete sections
  • Prestressed cross-sections
  • Composite/staged cross-sections
  • 2D elements – slabs, walls, and shells
  • General shapes of cross-sections

3D Model Review Features

The models files parsed by eZWalker Review retain the original 3D model’s directory structure and attribute information. It also supports the customization of additional extended property information, providing an information foundation for later model and data utilization.

Through the same client end, using two different eZWalker windows (just utilizing a single license), you can achieve a comparison between different versions of the model. This facilitates the comparison between the model before and after changes, aiding in tracking the process of problem resolution.

During the model roaming and browsing process, you can perform various operations such as making the model transparent, hiding components, changing colors, conducting local or global sectioning, and taking measurements, etc.

It supports capturing model feature points and lines, allowing for precise measurements of dimensions and angles. It provides dynamic prompts for point coordinates and distances along the three axes directions.

It enables quickly searching for model nodes with specific attributes, swiftly pinpointing the position of the identified node using search results, and performing actions such as color changes, hiding, or reverse selection on the search results.

Browsing models through touchscreen operations enhances efficiency, simplifies interactions, and is suitable for various scenarios such as meetings and exhibitions.

By using a 3D model to set up inspection rules for various objects such as pipelines, equipment, and building structures, collision checks can be performed. This allows for the early detection of inconsistencies in the model before construction, facilitating timely adjustments or discussions for optimal solutions. It reduces the occurrence of errors, omissions, collisions, deficiencies, and other issues associated with traditional 2D modes, thereby improving construction efficiency, quality, and shortening the project duration.

After completing the model review using eZWalker, the “Camera Sync” feature enables perspective synchronization between eZWalker and SP3D or PDMS design software. This allows for quickly locating the position of the reviewed issues in the design software, significantly enhancing the efficiency of model modifications.

The embedded ergonomic inspection module compliant with international standards, accurately simulating on-site operations. Supports the addition of 22 international standard ergonomic inspection models, allowing for the early detection of potential on-site issues and reducing production costs.

It supports spatial identification within 3D space, such as range indication, route guidance, widely applied in 3D scenarios for safety warnings, inspection and evacuation routes, piping medium flow direction, text labeling, etc. Additionally, it supports dynamic cyclic display, enhancing the reminder effect.

With regard to dynamic display effects for models, it supports intelligent parameter-driven animation creation functionality. It features flexible equipment joints, allowing the addition of trajectory paths, color transitions, transparency, and various temporal dynamic model effects.

Concrete Member Design

Analyze, design, and code-check concrete members of any geometry and loading. Using applications like IDEA StatiCa Beam, IDEA StatiCa Member, and IDEA StatiCa Detail will get you a complete design report of:

  • Prestressed concrete beams
  • Reinforced concrete members
  • Beams with openings
  • General shape frames
  • Slender members

Compatible data formats and software

Rhino: V1 to V5, .3dm
SketchUp: 2014–2016, .skp
Autodesk Revit: 2014–2020, .rvt
IFC: 2X3 and later, .ifc
ACIS: Up to 2016 1.0, .sat
CATIA: V4, V5, V6, .CATPart, .CATProduct, .3DXML, .cgr
IGES: Up to 5.3, .igs, .iges
Inventor: 9 to 2021, .ipt, .iam
ProE / Creo: 2000i to Creo 4.0, .prt, .asm
SolidWorks 3D: 1999 to 2017, .sldprt, .sldasm
STEP: Ap203 (E1, E2), .stp, .step
UG NX 3D: 15 to NX11, .prt
PDMS/E3D: 2014–2017, .rvm (binary format), .ATT
SP3D: 2014–2017, .vue, .zvf (attribute file .mdb2, .xml)
Bentley OpenPlant: V8, .dgn
Autodesk Plant 3D: 2013, 2015, 2017–2020, .DWG
Intergraph CADWorx: 2012–2017, .DWG
MicroStation/PDS: V8i, V8XM, V8-2004, .dgn, .dri, .prp
PDSoft: 2.8/3.0, .revmod
CINEMA 4D: .c4d
Pointcloud: .pts, .e57, .las
OSGB: .osg, .osgb
CAESAR II: 4.5–11.0, .cii
3DS/MAX: 2014–2020, .max
AutoCAD: 2014–2020, .dwg, .DWF, .dxf, .dwfx
Navisworks: 2014–2020 (plugin), 2016–2020 (.nwd, .nwc)
FBX: .fbx

Features

Concrete walls
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Beams with openings, dapped ends, etc.
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Bridge diaphragms
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Pile caps and pier caps
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General shape D-regions
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Unique Features

Costs below 2500$ per year
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Gantry frames with steel scissors and rolled I profiles
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Reinforced concrete and steel column systems
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Solve together with singular foundations.
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While performing cost analysis, this can calculate the amount and cost of paint to be used, as well as the surface area to be painted.
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By calculating the quantity of welding, the required labor force and cost as well as the quantity of steel and reinforced concrete structural elements, it can help you to make accurate quotations with realistic cost analysis and prepare business plans.
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Comosys

Analyses
Element Library
Supershell & Automatic Meshing
Loading
Foundations Analyses
General Purpose Finite Element Analysis
Post Processing
International Design Codes
Flexible Design Scenarios
Design Parameter Overrides
Intelligent Design Combo Generation
Design Evaluation
Correct Calculation of K-Factors
Deflection Checks
Special Design Checks
Color Coded Design Output and Easy to Use Output Files
Response Spectrum Analysis Combinations
General Modeling Capabilities
Extensive Connection Library
Complex Details
Comclash Technology
Auto Adjust
IntelliConnect & Intelliclone
Ancillary Steelwork
Automatic Drawings & Lists
General Modeling Capabilities
Modeling of Formwork Elements
Secondary Concrete Modeling
Embedded Steel Modeling
Generalized Anchor Bolt Modeling
Concrete and Formwork Material Take-Off
Embedded Steel Drawings
Formwork Drawings
Surface Rebar-Tracer Technology
Specific Template Macros
Automatic Numbering
Operations on Surface Bars
Template Rebar Drawings
General Rebar Drawings
Model Based – Specification Driven
Cable Tray & Raceway Modeling
Support Modeling
Cable Routing & Cable Lists
Consumer Modeling
Material Take-Off
Electrical Panels
Automatic Plans, Sections, and 3D Views
Shell Plates Modeling
Base Plates Modeling
Roof Plates Modeling
Nozzle and Manhole Modeling
Ladder Modeling
Foundation Modeling
Manual Modeling
Production of Shop Drawings
Automatic Material Take-Off
Adding Views
Taking Sections
Dimensions
Frame, Plate, Bolt, and Weld Annotations
REBAR Annotaions
Material Take-Off
Insertion of Special CAD Details
Export to Popular CAD Formats
Drawing Manager
Automatically Produce Drawings – Steel Shop drawings (Assembly drawings), Steel single-part drawings, Concrete rebar template drawings, Tank detail drawings
Manually Produce Drawings – Steel General Arrangement drawings, Concrete Formwork drawings

Why is COMOSYS different?

PLAXIS 2D
PLAXIS 2D Advanced
PLAXIS 2D Ultimate

Consolidation deformation calculation type

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Dynamic deformation calculation type

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Dynamic with consolidation deformation calculation type

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Earth Gradient thermal pressure calculation type

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Field Stress initial calculation type

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Flow Only initial calculation type

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checked

Fully coupled flow-deformation calculation type

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checked

Gravity Loading initial calculation type

checked
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checked

Ignore Temperature thermal pressure calculation type

null
checked
checked

K0 Procedure initial calculation type

checked
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checked

Phreatic Level pore pressure calculation type

checked
checked
checked

Plastic deformation calculation type

checked
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checked

Safety deformation calculation type

checked
checked
checked

Steady-State Groundwater Flow pore pressure calculation type

null
checked
checked

Steady-State Thermal Flow thermal pressure calculation type

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checked

Transient Groundwater Flow pore pressure calculation type

null
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Transient Thermal Flow thermal pressure calculation type

null
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Use Pore Pressures from Previous Phase pore pressure calculation type

checked
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checked

Use temperatures from Previous Phase thermal pressure calculation type

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checked
 

Automatic geotechnical model generation from/by OpenTunnel Designer 

checked
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CAD import and export

checked
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Generate stratigraphy from imported CPT logs

checked
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Import Leapfrog cross sections from Seequent Central

checked
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PLAXIS 2D to 3D converter

checked
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ProjectWise integration, loading from and saving to ProjectWise server

checked
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Remote scripting for input, output, and SoilTest

checked
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Concrete

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Hardening soil

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Hardening soil small strain stiffness

checked
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Hoek-Brown, with parameter guide

checked
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Jointed Rock Model

checked
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Linear Elastic

checked
checked
checked

Modified Cam-Clay

checked
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checked

Mohr-Coulomb

checked
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checked

NGI-ADP

checked
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checked

Sekiguchi-Ohta (inviscid)

null
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checked

Sekiguchi-Ohta (viscid)

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Soft soil

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Soft soil creep

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UBC3D-PLM (liquefaction)

null
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UDCAM-S and cyclic accumulation tool

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checked

Barcelona Basic Model

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checked

Clay and Sand model (CASM)

null
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checked

Creep-SCLAY1S

checked
checked
checked

Fluid

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checked

Frozen and Unfrozen Soil

null
null
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Generalised Hardening Soil

checked
checked
checked

Hoek-Brown with Softening (strength softening and GSI softening models)

null
checked
checked

Hypoplastic Model with Inter-Granular Strain

null
checked
checked

Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion

null
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checked

Masonry

checked
checked
checked

N2PC-MCT Rock Creep (Norton-based double power creep with Mohr-Coulomb and tension cut-off failure surface)

null
checked
checked

NorSand

null
checked
checked

Overconsolidated Clay

checked
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checked

PM4SAND

null
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PM4SILT

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SHANSEP Mohr-Coulomb

checked
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checked

SHANSEP NGI-ADP

checked
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Swelling rock

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Visco-Elastic Perfectly Plastic

checked
checked
checked
PLAXIS 3D
PLAXIS 3D Advanced
PLAXIS 3D Ultimate

Consolidation deformation calculation type

null
checked
checked

Dynamic deformation calculation type

null
null
checked

Dynamic with consolidation deformation calculation type

null
null
checked

Field Stress initial calculation type

checked
checked
checked

Flow Only initial calculation type

null
null
checked

Fully coupled flow-deformation calculation type

null
null
checked

Gravity Loading initial calculation type

checked
checked
checked

K0 Procedure initial calculation type

checked
checked
checked

Phreatic Level pore pressure calculation type

checked
checked
checked

Plastic deformation calculation type

checked
checked
checked

Safety deformation calculation type

checked
checked
checked

Steady-State Groundwater Flow pore pressure calculation type

null
checked
checked

Transient Groundwater Flow pore pressure calculation type

null
null
checked

Use Pore Pressures from Previous Phase pore pressure calculation type

checked
checked
checked

Automatic geotechnical model generation from/by OpenTunnel Designer 

checked
checked
checked

CAD import and export

checked
checked
checked

Generate stratigraphy from imported CPT logs

checked
checked
checked

Import Leapfrog surfaces from Seequent Central

checked
checked
checked

ProjectWise integration, loading from and saving to ProjectWise server

checked
checked
checked

Remote scripting for input, output, and SoilTest

checked
checked
checked

Concrete

null
checked
checked

Hardening soil

checked
checked
checked

Hardening soil small strain stiffness

checked
checked
checked

Hoek-Brown, with parameter guide

checked
checked
checked

Jointed Rock Model

checked
checked
checked

Linear Elastic

checked
checked
checked

Modified Cam-Clay

checked
checked
checked

Mohr-Coulomb

checked
checked
checked

NGI-ADP

checked
checked
checked

Sekiguchi-Ohta (inviscid)

null
checked
checked

Sekiguchi-Ohta (viscid)

null
checked
checked

Soft soil

null
checked
checked

Soft soil creep

null
checked
checked

UBC3D-PLM (liquefaction)

null
null
checked

UDCAM-S and cyclic accumulation tool

null
checked
checked

Barcelona Basic Model

null
checked
checked

Clay and Sand model (CASM)

null
checked
checked

Creep-SCLAY1S

null
checked
checked

Fluid

null
checked
checked

Generalised Hardening Soil

null
checked
checked

Hoek-Brown with Softening (strength softening and GSI softening models)

null
checked
checked

Hypoplastic Model with Inter-Granular Strain

null
checked
checked

Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion

null
checked
checked

Masonry

null
checked
checked

N2PC-MCT Rock Creep (Norton-based double power creep with Mohr-Coulomb and tension cut-off failure surface)

null
checked
checked

NorSand

null
checked
checked

Overconsolidated Clay

null
checked
checked

SANISAND-MS

null
checked
checked

SHANSEP Mohr-Coulomb

null
checked
checked

SHANSEP NGI-ADP

null
checked
checked

Swelling rock

null
checked
checked

Visco-Elastic Perfectly Plastic

null
checked
checked

Geotechnics

CESAR is a calculation software enabling modelling and analysis of geotechnical problems. Proven, powerful and user-friendly, it covers a wide scope of soil and rock mechanics applications (deformation, stability…). It is a valuable tool for geotechnical engineers for embankment, excavation, foundation or tunnel studies, and more.

Geotechnical Engineering Applications

CESAR is bundled with an extensive constitutive model library (linear and non-linear elasticity, Mohr-Coulomb, Hardening Soil, Cam-Clay…) relevant to the study of deformations and stresses in soil masses.

Consolidation analysis (coupling) allows the study of primary and secondary settlement of soil masses.

Finally, CESAR features the required calculation procedures in order to obtain safety coefficients in regards to stability (c-phi reduction procedure) or stresses (e.g. limit pressure search).

Failure mechanism of a slope after c-phi reduction (from Perau et al.)

Stability of a slope reinforced with nails

Bearing capacity a footing after limit pressure analysis

CESAR offers intuitive and comprehensive tools for simulating consecutive passes of embanking or excavation, integrating realistic construction stages. Numerous pre-defined elements are available to model structures and their interaction with the soil mass, or the reinforcement of soil masses (anchors, geogrids, bolts…).

These tools enable geotechnical engineers to predict ground movements induced by and endured throughout construction.

Model of retaining wall with anchors

Excavation supported by a braced sheeting wall
 

CESAR is bundled with the required tools for modelling the water table as a mechanical load. The user can also perform independent hydrogeological calculations: transient and steady state flows, in saturated or unsaturated soils (van Genuchten and Gardner models or user-defined saturation curves).

Thus, the user is able to model complex hydrogeologic problems with varying water levels and flow conditions such as dewatering or groundwater control.

Dewatering inside an excavation

Flow in a dike with drainage system

Customer Projects

mkaPEB Features

STRUCTURAL MODELLING ELEMENTS

LOADING

ANALYSIS

RESULTS OUTPUT

CONCRETE DESIGN

STEEL DESIGN

Tunnels

CESAR is a powerful geotechnical software for modeling and analyzing tunnel projects. It supports conventional excavation methods like NATM, tunnel boring machines (TBM), cut-and-cover construction, and ground support design. With its detailed tools for modeling excavation sequences, soil-structure interactions, and reinforcement strategies, CESAR is essential for ensuring stability and minimizing settlements in tunnel engineering

Tunnel Applications

The user will easily produce tunnel design projects by the Conventional Method (or New Austrian Tunneling Method, NATM, or Sequential Excavation Method, SEM). The complete set of CAD tools in CESAR 2D and CESAR 3D allows unlimited types of sketches of the tunnel. The detailed sequence of ground excavation and the activation of the structural components of the final project (shotcrete, final lining and station infrastructure) can be modelled using specific and intuitive tools (excavation forces, long-term effects on the concrete…).

Design of a tunnel section with NATM

Vertical displacements induced by 3D tunnelling in urban area

CESAR (2D and 3D) is bundled with the required tools for modelling the complex sequence of the tunnel boring machine excavation.
  • Pressure at the front,
  • Controlled excavation forces for TBM shield conicity,
  • Variable pressure for the radial grouting,
  • Modelling of the lining segments with shell or volume elements.
All these tools help the tunnel engineer for the calculation of the settlement trough and the control of the volume loss.

Modelling of the TBM excavation process

Bi-tube tunnel (vertical displacements)

This method is declined in Conventional Bottom-Up Construction or in Top-Down Construction. CESAR 2D and CESAR 3D provides the tools and analysis components for the accurate modelling of the construction stages: retaining walls, struts, the various slabs and final backfill. With structural elements (beams and bars, shells) and adapted interface elements (joints), the tunnel engineer will analyse properly the soil-structure interaction.

Cut-and-cover construction of a metro station

Covered trench analysis

In poor ground conditions or in urban projects, the design of the tunnel requires the soils reinforcement in order to reduce the settlements. CESAR is equipped with a full set of elements (1D beams and bars) for the modelling of radial or front bolts, or pipe umbrellas. User can also use specific elements with friction law for a sharp modelling of the soil-reinforcement behaviour.

Bolted tunnel

Pipe umbrella and front reinforcement

Structural Expertise

CESAR is equipped with standard features for structural analysis: beams and shell elements, springs and other links, various types of loads, static and dynamic analysis algorithms….

CESAR proposes several constitutive models dedicated to the modelling of concrete (parabolic criterion, Willam-Warnke…) or masonry (homogenization of Zucchini…). In particular, damage models are integrated for the evaluation of durability of structures: Mazars, Faria, Oliver…

In addition, CESAR is suited to analyse the concrete behaviour in service or ultimate conditions. Specific modules, named TEXO & MEXO, have also been developed to enable modelling of the early age concrete behaviour. TEXO serves to compute both the temperature and degree of hydration fields, used to express the material’s state of hardening. These results are then input in the MEXO module in order to determine the displacement and stress fields, in the aim of predicting the risk of cracking at early age.

As such, CESAR can contribute to the understanding of the overall behaviour of a project and to the expertise of failure mechanisms.

IDEA StatiCa Connection

Any Geometry and Loading

Design steel connections of any type or complexity. Start from scratch or import connections directly from your CAD or FEA software. Apply simplified or complex loading, visualize the behavior, and generate connection sketches and detailed reports. Connections include:

  • Steel moment connections in steel structures, shear and axial connections, including seismic 
  • Beam to beam, beam to column, column to column, or column to base plate connections

The Worlds Largest Database of Steel Connections

Connection Library is a cloud application that provides you with 700,000+ ideas for your connection designs from all around the world.

Browse examples matching your project, find & download the best suitable model for your project in 4 steps! 

  1. Define geometry
  2. Browse the database
  3. Sign in or create account
  4. Explore & Download the model

Bolted and welded connections, anchoring
Stress&strain analysis of steel sections and plates
Stiffness analysis
Buckling analysis (local stability)
Capacity design (seismicity)
Fatigue analysis
Joint design resistance
Fire design
Horizontal tying resistance
Rolled sections
Welded sections
Thin-walled sections
General cross-section
Cut, stiffener, rib, stub
End plate, connecting plate, gusset plate
Angles
Anchoring
Steel-to-timber connections with gusset plate
Timber-to-timber connections with gusset plate
250+ editable templates
Pre-design
Connection browser – clever templates
Connection browser – company set in the cloud
Report
Bill of material
Drawings of plates
User-defined views and cuts

IDEA StatiCa Member

No More Estimates of Buckling Lengths and Connection Stiffness

Using the easy-to-use interactive application, perform advanced analysis of members modeled in 3D by shell elements with a detailed connection model with all stiffeners, bolts, openings, etc. Accurately simulate the behavior of your structures and members and use code-based geometrically and materially nonlinear analysis with imperfection (GMNIA) for final checks.

Rolled sections
Welded sections
Thin-walled sections
General cross-section
Cut
Stiffener
Stiffening member
Opening
Stress/strain analysis (MNA)
Stability analysis (LBA)
Geometrically nonlinear analysis with imperfections (GMNIA)
Fire resistance
Report

Checkbot

Steel Design without Re-Entry

Design any steel connection or member without re-entering data you already have in another application. Import and synchronize all your connections and members and slash design time by up to 80%!

Use your FEA Model

Use your CAD Model

Share Connections

Links with FEA software – SAP 2000, ETABS, Robot Structural Analysis, STAAD PRO, RAM Structural System, STRAP, Tekla Structural Designer, Scia Engineer, RFEM/RSTAB. AXIS VM and others
Links with CAD software – Tekla Structures, Advance Steel, Revit
Automatically update models in IDEA StatiCa based on changes in the FEA/CAD application
IDEA StatiCa API, IDEA Open Model (IOM), support through Github

Features List

IDEA StatiCa Detail

Get your report in 3 simple steps
Create a model
  • Create any shape you need
  • Import from DXF
  • Add openings, hangers, supports
  • Model real reinforcement
  • Define loads and combinations
Run the calculation
  • Uses an advanced nonlinear FEA model called CSFM, enabling sophisticated code-based design
  • Concrete modeled in compression only
  • All rebars taken into account
  • Considers bonds between rebars and concrete
  • Tension stiffening and compression softening effects included
Get outputs
  • Go through the results
  • Create a detailed or simplified report
  • Export the model to DXF
  • Generate a bill of materials

Details: dapped ends, openings, hangings, frame joints
Walls, deep beams, corbels, diaphragms, pier caps, general detail
Geometry and reinforcement import from DXF file
Prestressing – pre-tensioned, post-tensioned detail
Imperial rounding
Realistic reinforcement layouts
Topology optimization
ULS checks – stress and strain in concrete, reinforcement, anchorage stress
SLS checks – crack width, crack directions, stress limitation, deflection
Limited stress check
Long-term losses
Support of regional code ANSI/AISC 360-22
Customized report including export to PDF, Word
2D drawings export
Bill of material

RCS Application

Get your report in 4 simple steps
Define cross-section
  • Use templates
  • Import shape from DXF
  • Create own template
Apply loads
  • Apply all internal forces
  • Import forces from Excel 
  • Load model from your FEA
Specify reinforcement
  • Use smart templates for common cross-sections
  • Edit or add any other rebar or tendon
  • Create your own templates
Get results
  • Quickly perform overall checks
  • Go through them
  • Generate the report
  • Export the reinforced section to DXF

Topology optimization
ULS checks – stress and strain in concrete, reinforcement, anchorage stress
SLS checks – crack width, crack directions, stress limitation, deflection
Limited stress check
Long-term losses
Support of regional code ANSI/AISC 360-22
ULS – Capacity N-M-M, Shear, Torsion, Interaction, Response N-M-M
SLS – Stress limitation, crack width
Flexural slenderness, detailing, stiffnesses, M-N-k diagram
Fire resistance
Customized report including export to PDF, Word

IDEA StatiCa Beam

Reinforced concrete beam
Pre-tensioned and post-tensioned prestressed beam (including combination)
Beam loaded in 3D
Continuous composite beam
Non-linear deflection
Bridge load rating
Tendon shape design, prestressing losses, prestressing effects
Construction stages, time dependent analysis (TDA)
Cross-section code-checks for ULS, SLS – export to the RCS application
Deflection check – short term, long term
Non-linear creep
Customized report including export to PDF, Word

IDEA StatiCa Member

General beams, columns, frames, tepered members
Linear analysis, Materialy non-linear analysis (MNA)
Linear buckling analysis (LBA)
Geometricaly and materialy non-linear analysis with imperfections (GMNIA)
Slender columns analysis
Thermal analysis of concrete members
Customized report including export to PDF, Word

BIM links

RFEM/RSTAB. AXIS VM, SAP 2000, Robot Structural Analysis, ETABS, STAAD PRO
Midas Civil/GEN, AXIS VM, SCIA Engineer
Advance Design, AXIS VM, RFEM/RSTAB, Robot Structural Analysis, SAP 2000

National codes and languages

EN 1992-1-1, EN 1992-2, EN 1992-3; national annexes CZ, SK, AT, BE, DE, UK, NL, PL, SG, SIA 262, and ACI
English, German, French, French, Spanish, Polish, Hungarian, Russian, Dutch, Italian, Romanian, Spanish, Chinese, Czech, Slovak

Features

mkaPEB has a wide range of template types defined for portal frame and steel roof truss systems with variable cross-sections. All the features of the roof systems in these templates are parametric. If needed, they can be defined side by side and at different levels.

Snow Loads

Recognisıng the building structure and understanding the regional snow loads within the areas where snow accumulates on the roof, dependent on the load standards selected by the user.

It automatically loads varying loads according to the regions where the roof purlins are located.

When an engineer makes a change in the dimensions and shape of the structure, the most time-consuming load analysis is done in less than 1 second.

Wind Loads

Wind loads are the most complex of loads acting on the structure. The value of the load on the roof and facades varies regionally.

mkaPEB is familiar with the structure and knows the Eurocode, ASCE-07, IS-875 standards, automatically performs this complex calculation when the structure properties change.

The calculation which has been made by the software is automatically transferred to the roof and facade purlins and the main carrier system.

Crane Loads

For overhead crane loads, the overhead crane runway beam should be designed first. mkaPEB calculates this according to the rules given in AISC-Design Guide 7 and EN-1991-3 and automatically assigns loads to the columns.

Earthquake Loads

TDY-2018, AISC-341-16, Eurocode-8, EAK-2000 (Greece), IS 1893 Earthquake regulations are implemented in mkaPEB.

Tension-only member design for wall and roof bracings.

Elements on roofs and facades, especially central braces, buckle under compression loads due to their slenderness. mkaPEB can identify which element will buckle under which load and analyzes the system so that it is only supported by the tension-only members. Whilst making this analysis, it takes into account the thermal effects of Summer-Winter temperature differences and wind and earthquake loads coming from the facade. After solving each one separately, it superposes and controls the element strengths according to this last situation.

By doing this, mkaPEB was able to use tension-only rods in the braces.

Design of main members

Detailed design will be carried out according to various international codes.

Connections Design

mkaPEB steel truss automatically performs joint calculations for many joints on roofs and facades.

It resizes the connection plates according to the welding lengths calculated in the steel shears. Thus, the processing time is shortened and the possibility of error is eliminated.

If the selected steel structure design regulation is AISC-360, Connections is based on AISC-360-16 and design guides published by AISC.

If Eurocode 3 is selected, the strength of the connections is checked based on EN-1993-1-8.

The design of other combinations can be done after static calculations are made from the combination design page.

The properties of the combination can be changed parametrically.

The distances of the bolts to the edges and the limits of the welds are checked.

While calculating the strength of the connection, the changes can be followed on the 3D model.

2D technical drawing of the connection can also be taken.

Pad footing design

In our single-story warehouse-hangar type structure, the columns are under the effect of one-way bending. Especially when calculating foundations in structures with overhead cranes or under the influence of high wind force – Soil capacity It is thought that geotechnical controls should be done in addition to the reinforcement calculation.

The general bearing capacity formula recommended by Hansen Vesic in Eurocode -7 is used. Our aim with mkaPEB is to make all the elements of the steel structure, from the roof to the timeline, resistant to disaster situations.

Detailed design reports

Today, many structure analysis software gives their calculations within tables. And they show the accuracy of their calculations with verification solutions. This view was not adopted in mkaPEB. For this reason, the load calculations are given with detailed calculation reports for the design of steel structural elements and connections. The engineer can follow the reference, formulas, and process steps of the calculation.

We came to the first question asked by the engineer or the investor who prepared the proposal or made the analysis. What is the cost of this structure we calculated?

mkaPEB can extract all the material lists used in the building. The user can change the unit prices of the materials. Amended new unit prices are saved for future projects. Prices can be updated automatically according to the daily changing exchange rates. The ratio of scrap quantities for the offer can be changed from the table. On the table, the total used steel, m2 used steel, m2 unit cost, and the total cost can be examined.

mkaPEB prepares 3D solid model along with connections, which practically represent real-life structure.

DSTV-NC files for CNC machines

Today, CNC machines are widely used in the manufacture of steel structures. The biggest feature of 3D modeling software such as Tekla, Advance Steel, Bocad, SDS/2 is that it can produce DSTV-NC files. This issue was primarily targeted when mkaPEB was started to be developed

DRAWINGS – Footing plan

DRAWINGS – Anchor and base plate details

DRAWINGS – General arrangement

DRAWINGS – Assembly

DRAWINGS – Parts

Export model to Tekla with macros

Design Codes

EN-1991-1-3 (Snow Load + 16 EU-National Annexes)
EN-1991-1-4 (Wind Load + 16 EU-National Annexes)
EN-1991-1-5 Temperature Load
EN-1991-3: Crane Loads
EN-1992-1 (RC Column Design)
EN-1993-1-1 (Hot rolled Steel Design)
EN-1993-1-3 (Cold Formed Steel Design for purlins and girts)
EN-1993-1-8 (Steel Connection Design)
EN-1998-1 (Eearhquake Loads + 16 EU-National Annexes)
ASCE-07-16/22 (Wind Loads – Chapter27, Chapter28, Chapter30)
ASCE-07-16/22 (Snow Loads)
ASCE-07-16/22 (Eearthquake Loads)
AISC-Desgn Guide 7: Crane Loads
AISC-360-10/16 (Hot Rolled Steel Member)
AISC-341 (Seismic Design for Steel Members)
AISI-S100-16 (Coming soon: Cold Formed Steel Design for purlins and girts)
ACI-318-2014 (RC Column Design)
AISC-358 (Steel Connection Design)
IS-875-1-3 (Wind Loads)
IS-875-1-4 (Snow Loads)
IS-1893 (Eearhquake Loads)
ACI-318 (RC Column Design)
IS-800 ( Hot Rolled Steel Design)
EN-1993-1-3 (Cold Formed Steel Design for purlins and girts)
AISC-358 (Steel Connection Design)
TS–EN–1991–1–3 (Snow loads)
TS–EN–1991–1–4 (Wind loads)
TS–EN–1991–1–5 Thermal effects
AISC-Desgn Guide 7: Crane Loads
2018 Earthquake Code
2016 Steel Structures Code
2016 AISC-358 Steel Connection Calculations

Earthquake Codes

IS 1893 : 2016 Indian Standard: Criteria for Earthquake Resistant Design of Structures
GB50011: 2010 Chineese Standard: Code for Seismic Design of Buildings
SBC-301: 2016 Saudi Arabia: Seismic Provisions in the Saudi Building Code
DUBAI: 2013 United Arab Emirates: Seismic Design Code For Dubai, Dubai Municipality
BNBC: 2020 Seismic Provisions in the Bangladesh National Building Code
BCP: 2021 Seismic Provisions in the Building Code of Pakistan
NSCP: 2010 Seismic Provisions in the National Structural Code of the Philippines
SI-413: 2019 Israeli Standard: Design of Structures for Earthquake Resistance
TAIWAN:2019 Seismic Force Requirements for Buildings in Taiwan
MALAYSIA: EC-8 NA Malaysia National Annex to MS EN 1998
SINGAPORE: EC-8 NA Singapore National Annex to SS EN 1998
TCXDVN 375-2006 Vietnamese Earthquake Design Code (Based on EN-1998)
ASCE/SEI 7-16 USA Standard: Minimum Design Loads For Buildings And Other Structures
ANSI/AISC 341-16 USA Standard: Seismic Provisions for Structural Steel Buildings
NBCC-2020 Canada: Seismic Provisions in the National Building Code of Canada
INPRESS-CIRCOS-103 Argentinean Standards for Earthquake Resistant Constructions
NDBS: 2006 Bolivia: Norma Boliviana de Diseño Sísmico (2006)
NCH433: 2012 Chile: Chilean seismic code
NSR-10 Colombia: Reglamento colombiano de construcción sismo resistente
CRSC- 2010 Costa Rica: Código sísmico de Costa Rica 2010
MOC-2008 Mexico: Normas Técnicas Complementarias para Diseño por Sismo
ECP‑201: 2012 Egyptian Code of Practice for Calculation of Loads and Forces in Structures and Buildings (Based on EN-1998)
RPA-99: 2003 Algerian Earthquake Resistant Regulations
RPS-2011 Morocco: D’utilisation Du Reglement De Construction Parasismique
SANS-10163-4 South Africa: Seismic actions and general requirements for buildings (Based on EN-1998)

Export Options

Export to Trimble Tekla Structures V.2020
Export to Trimble Sketchup
Export to SAP2000

National codes and languages

EN (Eurocode), AISC (USA), AS (Australia), CISC (Canada), SNiP (Russia), GB (China), IS (India), HKG (Hong Kong)
English, German, French, Hungarian, English, Spanish, Polish, Russian, Dutch, Italian, Romanian, Spanish, Chinese, Czech, Slovak

Workflow and Capabilities

BIM links

RFEM/RSTAB. AXIS VM, SAP 2000, Robot Structural Analysis, ETABS, STAAD PRO
Midas Civil/GEN, AXIS VM, SCIA Engineer
Advance Design, AXIS VM, RFEM/RSTAB, Robot Structural Analysis, SAP 2000

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Types Of License We Offer

Perpetual Licenses

Duration: Lifetime

Subscriptions Licenses

Duration: Customisable

Customer's Feedback

Frequently Ask Questions

Have you heard of CSFM? It’s a method we implemented in IDEA StatiCa Detail to solve discontinuity regions.
The CSFM – Compatible stress field method. It’s a method for designing and code-checking concrete details (such as corbels, pile caps, beams with openings, dapped ends, etc.) and walls. The details can be created step by step using entities or can be imported from a DXF reference, and the model is automatically transferred to the analysis model by the CSFM. The results, according to the code, are provided.

The method is summarized briefly, and all the essential principles are explained in the following article. You will also find comparisons with the Strut and Tie Method and the Stress Fields method and how they all relate to each other.

CSFM explained

To get comprehensive information and theory, you can choose one of the following sources:

1. Online lecture by Prof. Kaufmann from ETH:

2. Theoretical background written by our team:

Find out more about CSFM from our Theoretical background.

If you want to see the practical usage, go to Case Studies or Sample Projects, where you can download the models and see for yourself what results IDEA Statica Detail can offer you.

IDEA StatiCa Prestressing provides an economic and complex design for your everyday engineering work.

We use cutting-edge methods for FEM modeling and nonlinear checks for ultimate and serviceability limit states. Rheology and construction stages are considered using time-dependent analysis (TDA).

Watch this introductory webinar to know key features, method inside the software, and validation of results:

Checks according to Eurocode (EC2) and SIA are performed for bridges of small and medium spans, buildings, and liquid retaining structures. Always according to the latest code updates and national annexes. A wide range of possibilities in check settings covers cast-in-place, prefabricated and composite structures.

See some of the unique features of IDEA StatiCa Prestressing here.

IDEA StatiCa Prestressing offers a full solution for the design and code-check of prestressed members.

Some of the key features of IDEA StatiCa Prestressing are:

  • Automatic calculation of prestressing effects and losses
  • Any tendon topology
  • All ULS and SLS checks according to Eurocode
  • Pre/post-tensioned members, 3D beam
  • Non-linear deflections respecting the cracking of the beam, short/long-term deflections
  • Non-linear creep
  • Construction stages. Time-dependent analysis.
  • User-specified concrete strength in the stage of prestressing
  • Lateral stability check of beams
  • Any geometry of prestressed concrete cross-section; 40 predefined templates
  • Continuous composite beam

Standard design tools deal with standard and simple topologies.

However, the design and check of prestressed members with several construction stages and general cross-sections is a complicated and laborious task.

This has a profound impact on the efficiency of structural engineers, precasters, and detailers. Engineers spend the majority of the time on complicated members.

IDEA StatiCa Prestressing designs and checks all prestressed members and does that in minutes. Try it for yourself and make your projects more efficient while keeping safety first.

IDEA StatiCa Prestressing is not a complex software package compared to the other tools for prestressed concrete on the market. While it provides a great number of unique features for your complicated concrete projects, the user interface is kept simple enough to easily fit into your everyday routine. The majority of our customers saw the potential in 2 hours of testing, i.e. after designing a couple of prestressed beams themselves. Just to be sure, we provide a 14-day trial.

If you want to learn the prestressed concrete design with IDEA StatiCa Prestressing, you should visit our Support Center, where you will find lots of tutorials, sample projects, and articles about the software.

IDEA StatiCa Prestressing is not a complex software package compared to the other tools for prestressed concrete on the market. While it provides a great number of unique features for your complicated concrete projects, the user interface is kept simple enough to easily fit into your everyday routine. The majority of our customers saw the potential in 2 hours of testing, i.e. after designing a couple of prestressed beams themselves. Just to be sure, we provide a 14-day trial.

If you want to learn the prestressed concrete design with IDEA StatiCa Prestressing, you should visit our Support Center, where you will find lots of tutorials, sample projects, and articles about the software.

CSFM (Compatible stress field method) is a method for the design and code-check of concrete details, regions of discontinuities, and walls. It is also the method implemented in the application IDEA StatiCa Detail.

The answer to the above-mentioned question is yes. Validation and verification of the CSFM solution is an essential part of the process of IDEA StatiCa software development. There has been extensive research done in this field, which is available on the IDEA StatiCa webpage and in the book Compatible Stress Field Design of Structural Concrete by prof. Kaufmann.

IDEA StatiCa Detail has been introduced to the engineering world in 2016. Since then, it brought to its users a true revolution and significant advantages on time-saving, productivity, and safety of concrete structures.

For years, we have been researching new ways how to reinforce and code-check concrete details of all topologies and loading. In 2016, we partnered up with one of the top technical universities worldwide – ETH Zurich – to create IDEA StatiCa Detail, a revolutionary tool for concrete design with unique solver, material models, GUI, and output report.

Watch this introductory webinar to know the key features, method inside the software, and validation of results:

IDEA StatiCa Detail reinforces and checks all types of walls, beams, and details (in 2D) such as dapped ends, openings, hangings, brackets, diaphragms, frame joints, and many more. We provide clear pass / fail checks of ULS and SLS according to the code with complete report and bill of material. The most effective position of reinforcement is identified automatically. Results were verified by ETH Zurich.

New CSFM method inside changes the game of concrete design

Together with the top technical universities, we created a new method for analysis and check of concrete details of general shapes and loading. It is called the Compatible Stress Field Method (CSFM). After years of primary research and theoretical preparations, the first version of the application was coded and released.

How CSFM works

IDEA StatiCa Detail uses finite element analysis to break the limits of the standard design approach.

  • Non-linear analysis performed in the background.
  • Stress and strain determined by the modified compression field theory.
  • Reinforcement results based on the tension chord model.
  •  Crack width and deflection checks.
  • Compression softening.
  • Tension stiffening.

Validation and verification

Results of all tests performed to confirm the safety and reliability of the CSFM method and IDEA StatiCa Detail are published and available. Visit our website to examine them. Professor Kaufmann and his team are also publishing a book devoted to structural concrete design using the CSFM method.

What benefits does CSFM bring to the engineering practice, and why should you give it a try? One of the biggest advantages is the generality of the Compatible Stress Field Method, which enables the users to design and code-check any geometry of the concrete structure. Plus the automatic detection of the ideal reinforcement position helps with the design process and the engineer receives clear check results for both ULS and SLS including cracks and deflections.

Watch our video recording of the webinar, where our product engineers explain the main differences between these two approaches:

Talk With An Expert

Our IDEA StatiCa Concrete experts are available round the clock to assist you, go ahead and connect now.