Idea Statica
  • Steel
  • Concrete
  • Support & Learning
  • Pricing
  • Company
  • Steel overview
  • Connection design
  • Member design
  • Parametric design
  • Steel case studies
  • Concrete overview
  • Walls and D-regions
  • Anchoring design
  • Concrete case studies
  • BIM Overview
  • Supported integrations
  • Checkbot
  • Viewer
  • APIs
  • Support Center
  • E-learning & certification
  • Blog
  • Downloads & Licensing
  • Plans
  • Free community tool
  • Enterprise customers
  • Students & educators
  • How much will you save?
  • About us
  • Contact
  • Research & development
  • Authorized resellers
  • Meet our customers
  • Career
  • Steel
    Steel overviewConnection designMember designParametric designSteel case studies
  • Concrete
    Concrete overviewWalls and D-regionsAnchoring designConcrete case studies
  • BIM OverviewSupported integrationsCheckbotViewerAPIs
  • Support & Learning
    Support CenterE-learning & certificationBlogDownloads & Licensing
  • Pricing
    PlansFree community toolEnterprise customersStudents & educatorsHow much will you save?
  • Company
    About usContactResearch & developmentAuthorized resellersMeet our customersCareer
14-Day Trial
14-Day Trial

Subscribe to our newsletter

Company

  • About us
  • Partners
  • Careers
  • Patent

Resources

  • Customer projects
  • Case studies
  • Connection Library
  • Verification books

Legal

  • EULA
  • Privacy policy
  • California Privacy
  • TOS Viewer
  • Licensing

Help

  • Contact
  • Quote request
  • Resellers
  • Downloads
FacebookInstagramLinkedInYouTube

ยฉ IDEA StatiCa 2009-2026

Trusted and used worldwide by engineers, fabricators & consultants.

Support CenterKnowledge Base ArticlesRISA-3D import into IDEA StatiCa
IDEA StatiCa BIM interoperability for steel
IDEA StatiCa BIM interoperability for concrete
BIM links: Supported versions of 3rd party applications
How to run old versions of BIM links
RISA-3D import into IDEA StatiCa
RISA-3D import into IDEA StatiCa
SteelConnection designKnowledge baseCheckbotConnection

RISA-3D import into IDEA StatiCa

This article is also available in
ENCZDEESFRITPTNLHUROKRPLTHTRVIZH

The integrated workflow of IDEA StatiCa and RISA-3D offers a streamlined approach to structural steel connection design, resulting in time savings, error reduction, optimization assistance, and improved data accessibility for colleagues or subcontractors involved in detailing and fabrication.

Before you start: Prepare the RISA-3D model

Two model conditions must be set in RISA-3D before exporting. If either is missed, the forces will not import or will not balance at the connections. The two conditions are set below:

1. Set the global vertical axis to Z

RISA-3D uses Y as the vertical axis by default, while the SAF format and IDEA StatiCa use Z. Before exporting, change the global vertical axis from Y to Z. This updates only the Global Coordinate System (GCS), not the
Local Coordinate System (LCS).

Note: Changing GCS from Y to Z can affect loading direction, always go back and verify loads are correct.

Vertical Global axis to Z

2. Split members at every connection node

Any member that runs continuously *through* a node where a connection will be designed must be split into separate members, each terminating at that node.ย 

RISA's member section-force results are reported at points along each member; if a connection node falls partway along a continuous member rather than at its end, the forces at that node cannot be reconstructed accurately, and the connection will not reach equilibrium in Checkbot.

RISA-3D can perform this split automatically for the entire model:

  1. Disable physical members. Select the entire project, then select the option to view only member properties, and uncheck Physical Member. This allows the member to be subdivided at intermediate nodes rather than treated as a single continuous element.
  2. Run a full model merge. Go to Modify โ†’ Model Merge. RISA will automatically insert nodes at all member intersections and split the members accordingly, so that every member terminates at the nodes it meets.

After the merge, every member that frames into a connection node will have that node as its start (I-end) or end (J-end) rather than as an interior point, which is what allows the forces to balance correctly once imported into Checkbot.

RISA - IDEA StatiCa full integration

1. Export model and forces from RISA-3D

Two files are exported from the same solved RISA-3D model.

1a. Export the SAF file (geometry) - This file contains the model geometry, members, cross sections, and
materials.

  • File โ†’ Export โ†’ SAF
SAF File export

1b. Export the Member Section Forces file (results) - This file contains the analysis result forces for each member and load combination.

  • File โ†’ Export โ†’ Excel File โ†’ Export an Individual RISA Result Section โ†’ Member Forces

Notes: This SAF-based integration is developed and maintained by RISA. IDEA StatiCa is not responsible for maintaining the SAF files or their information. All technical requirements and questions should be addressed directly to RISA.

2. Combine the files with the RISA-IDEA SAF Integrator

Download and install the RISA-IDEA SAF Integrator app:
RISA-IDEA SAF Integrator download

2a. Launch the RISA-IDEA SAF Integrator.

  • Step 1 field โ€” RISA SAF file: Browse to the SAF file from Step 1a.
  • Step 2 field โ€” Member Section Forces file: Browse to the file from Step 1b.
  • Step 3 field โ€” SAF File (output): Accept the suggested output name or choose your own. The generated file should be named "xxx_Combined"
    5. Click "Combine and Save."

3. Import the combined SAF file into Checkbot and design

3a. Open checkbot from the start up window.ย 

3b. Create a new Checkbot project. Make sure to select the correct Project folder location along with the correct code settings.

3c. Use the SAF import option to import the combined SAF file created in from the RISA-IDEA Integrator.

3d. Review the imported model. The geometry, cross sections, materials, load combinations, and member forces are all present.

3e. Select a connection node and open it in the Connection application. The node's load combinations should populate automatically for every member.

All symmetrical cross-sections will be rotated accordingly. For any non-symmetrical member that is not rotated correctly, follow the next steps.

Adjusting non-symmetrical members to correct rotation

1.ย Select the member(s) that has an incorrect rotation. Under the member's parameter, click on the "+" icon to create a new cross-section. New sections will allow the user to mirror the geometry of the cross-sections by either Y-axis or Z-axis before being applied to the member.ย 

  • You can now multi-select multiple members to adjust several at once.

7. Once the connection members are properly rotated, the user can open the connection and start modeling.

Try IDEA StatiCa for free

Start your trial today and enjoy 14 days of full access and services free of charge.

Start free trial

Related articles

Catalog of limit states for connection design according to AISC
  • Steel
  • CBFEM
  • Connection
  • AISC (USA)
  • +4
  • Steel
  • CBFEM
  • Connection
  • AISC (USA)

Theoretical background

Catalog of AISC limit states and design requirements

Read more
Modeling tips&tricks - US
  • Steel
  • Connection
  • Modeling
  • AISC (USA)
  • +4
  • Steel
  • Connection
  • Modeling
  • AISC (USA)

Webinar

Modeling tips&tricks - US

Read more
Equilibrium and supporting member
  • Steel
  • Connection
  • Geometry
  • Load effects
  • Support
  • Equilibrium
  • +6
  • Steel
  • Connection
  • Geometry
  • Load effects
  • Support
  • Equilibrium

Knowledge base

Equilibrium and supporting member

Read more
How to define correct load position (Forces in)
  • Steel
  • Connection
  • Bolts
  • Load effects
  • +4
  • Steel
  • Connection
  • Bolts
  • Load effects

Knowledge base

How to define correct load position (Forces in)

Read more