Cross-Section Properties Software
RSECTION 1
The stand-alone program RSECTION determines the section properties for any thin-walled and massive cross-sections and performs a stress analysis.
Effective Sections
Effective Sections is an extension of RSECTION. It determines the effective sections according to the following standards:
-
EN 1993-1-5 - EN 1993-1-3
- EN 1999-1-1
Contact Us
For questions or concerns, contact us via via phone, email, chat or forum or find various suggested solutions and useful tips on our FAQ page.
Frequently Asked Questions (FAQ)
Short Printout of Cross-Section Data
The cross-section data of a SHAPE-THIN section can be documented not only in the printout report with the usual selection options, but also as a short version. With the "Report Summary" option, the current cross-section graphic as well as the most important input and output data are summarized on one page.
![[Edit Parameters] Button in Formula Editor](/-/media/Images/website/img/000001-010000/009301-009400/009363.png?la=en&mlid=312AA000926F451CAED3DA17C2C633EB&hash=A3B7083701D48013FC7E023DCA814C18052028CE)
- What is the difference between the dongle drivers of CRANEWAY and RFEM or RSTAB?
- How do I get the current authorization file for RFEM 5, RSTAB 8 and other stand-alone programs?
- Can I import a SHAPE‑THIN cross-section into RFEM 6 or RSTAB 9?
- Where on the Dlubal extranet can I download my RFEM / RSTAB authorization file?
- I encountered a sharing violation while importing a dxf file into SHAPE‑THIN. What is the issue?
- How is the automatic creation of c/t-parts carried out?
- The import of internal forces from RFEM or RSTAB to SHAPE‑THIN requires administrator rights. Is it possible to carry out the transfer without administrator rights?
- Is it possible to open files created with SHAPE‑THIN in the previous program versions, such as SHAPE‑THIN 7?
- I have imported a SHAPE‑THIN cross-section into RFEM/RSTAB. How can I update the cross-section in RFEM/RSTAB if the cross-section has been changed in the SHAPE‑THIN program?
- I was checking the cross-section properties of rolled cross-sections in SHAPE‑THIN and found out that there are discrepancies with the tables when determining the torsional constant It. How can this be explained?
Associated Products
Stand-Alone Program
Properties and stresses of thin-walled and cold-formed cross-sections
1,300.00 USD
Section properties, stress analysis, and reinforced concrete design of thick-walled cross-sections
1,120.00 USD
