User-Defined Link Spacings
Tips & Tricks
To cover the required transverse reinforcement, RF‑CONCRETE Members and CONCRETE determine the most cost-efficient transverse reinforcement as reinforcement proposal in accordance with the predefined stirrup diameter.
Often, the results of such a determining process are irregular distances between stirrups which cannot be built in at construction sites. By specifying the possible distances of the stirrup reinforcement, you can define the desired distances (for example, in steps of 5 cm).
The reinforcement proposal for the stirrup reinforcement is generated from the defined stirrup diameters and spacings and can thus be used for the reinforcement work on the construction site.
Author
Dipl.-Ing. (FH) Alexander Meierhofer
Head of Product Engineering Concrete & Customer Support
Keywords
spacing of links Transverse reinforcement Stirrup Shear
Reference
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New
Often, models are needed in several projects, like the purlin with columns and knee braces in this example. The dimensions can be changed directly in RFEM or RSTAB by shifting the nodes.
Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
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