Designed with RFEM 6
Renovation of the Fondation Avicenne, Cité Internationale Universitaire in Paris, France
The Fondation Avicenne, formerly known as the Maison de l'Iran, created in the 1960s, is a building of the Cité Internationale Universitaire de Paris (CIUP) which now shelters many houses where students from all around the world are accommodated in an outstanding landscaped environment.
Residential Building in Los Mochis, Sinaloa, Mexico
JCR Estructural designed this residential building located in the city of Los Mochis, in the state of Sinaloa, Mexico. The house is divided into two areas: the main area where the residential spaces are, and an independent area in the garden, for recreational use.
You are making great improvements to the Dlubal software RFEM, the Add-ons, codes, etc. It is great to see how Dlubal has become an outstanding software for structural engineers. I particularly love to see that tensile membrane structures can also be modeled with Dlubal. Kudos!
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Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
In RFEM 6 and RSTAB 9, you have the option to enter "Visual Objects" as guide objects. You can import the file formats 3ds, stl, and obj.
These objects allow you to create a better reference to the dimensions.
- Design of five types of seismic force-resisting systems (SFRS) includes Special Moment Frame (SMF), Intermediate Moment Frame (IMF), Ordinary Moment Frame (OMF), Ordinary Concentrically Braced Frame (OCBF), and Special Concentrically Braced Frame (SCBF)
- Ductility check of the width-to thickness ratios for webs and flanges
- Calculation of the required strength and stiffness for stability bracing of beams
- Calculation of the maximum spacing for stability bracing of beams
- Calculation of the required strength at hinge locations for stability bracing of beams
- Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
- Design check of column and brace slenderness ratios