The structural analysis software RFEM 6 is the basis of a modular software system. The main program RFEM 6 is used to define structures, materials, and loads of planar and spatial structural systems consisting of plates, walls, shells, and members. The program also allows you to create combined structures as well as to model solid and contact elements.
RSTAB 9 is a powerful analysis and design software for 3D beam, frame, or truss structure calculations, reflecting the current state of the art and helping structural engineers meet requirements in modern civil engineering.
Do you often spend too long calculating cross-sections? Dlubal Software and the RSECTION stand-alone program facilitate your work by determining section properties of various cross-sections and performing a subsequent stress analysis.
Do you always know where the wind is blowing from? From the direction of innovation, of course! With RWIND 2, you have a program at your side that uses a digital wind tunnel for the numerical simulation of wind flows. The program simulates these flows around any building geometry and determines the wind loads on the surfaces.
Are you looking for an overview of snow load zones, wind zones, and seismic zones? Then you are in the right place. Use the Geo-Zone Tool to determine quickly and efficiently snow loads, wind speeds, and seismic data according to ASCE 7‑16 and other international standards.
Would you like to try out the capabilities of the Dlubal Software programs? You have the opportunity to do so! The free 90-day full version allows you to thoroughly test all our programs.
The "Permanent/Imposed" action category was created as a result of customer requirements. It is not part of EN 1990.
This allows you to consider permanent live loads, such as floor structure or similar, with the partial safety factor 1.35 instead of 1.5.
All combinations are generated once without this "Permanent/Imposed" load case and once with this load case.
Example:
LC1 → Permanent
LC2 → Permanent/Imposed
LC3 → Live load 1
LC4 → Live load 2
Result
CO1 → 1.35*LC1
CO2 → 1.35*LC1 + 1.35*LC2
CO3 → 1.35*LC1 + 1.5*LC3
CO4 → 1.35*LC1 + 1.5*LC3 + 1.5*LC4
CO5 → 1.35*LC1 + 1.5*LC4
CO6 → 1.35*LC1 + 1.35*LC2 + 1.5*LC3
CO7 → 1.35*LC1 + 1.35*LC2 + 1.5*LC3 + 1.5*LC4
CO8 → 1.35*LC1 + 1.35*LC2 + 1.5*LC4