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FAQ 004245 | Why is it not possible to select "ULS," "SLS," or "ULS/SLS" for the "required reinforcement"? I cannot find the selection for this anymore.
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Question
Why is it not possible to select "ULS," "SLS," or "ULS/SLS" for the "required reinforcement"? I cannot find the selection for this anymore.Answer
Whether you see the selection in the Results navigator or not depends on the settings for the serviceability limit state design.
In the settings for the serviceability limit state design, you can find the "Increase the required longitudinal reinforcement automatically for serviceability limit state design" option.
If activating the automatic increase of the longitudinal reinforcement, the "Limit State" entry is only available in the Results navigator.
Keywords
Dlubal FAQ Required reinforcement Limit state Ultimate limit state Serviceability ULS SLS Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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![[ES] CP 001182 | Passive House Made of Timber in Lugo, Spain](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964939/2964939.png?la=en-US&mw=348&mlid=4B2CCD20A31F4F1D847A9B5A6A16074A&hash=27920D9E60B6DBD55618EBD6529815D51FD3A7EB)
New
RF-CONCRETE Members for RFEM or CONCRETE for RSTAB propose an automatically created reinforcement to the user, if the ‘Design the provided reinforcement’ option is selected in Window 1.6 ‘Reinforcement’.
![Notations for Connection Between Flange and Web (Source: [1])](/-/media/Images/website/img/000001-010000/009301-009400/009346.png?la=en-US&mlid=D9C7DB2B944945F29F891C7D1ECBAA9D&hash=037D5E40DD67ABC5E4D1CDE84CDD95D77171BD9B)
![Window '1.1 General Data' for Serviceability Limit State with Settings for Nonlinear Calculation According to [2]](/-/media/Images/website/img/000001-010000/009301-009400/009376.png?la=en-US&mlid=149164433F8D4E0D89705EF3B002E4A8&hash=A7B507AEAEECF2AA3900D4C7A837EC8C5A08ADFB)
![Effective Flange Width Parameters ([1], Figure 5.3)](/-/media/Images/website/img/000001-010000/009501-009600/009561.png?la=en-US&mlid=13AB26CD264B4FA99150359EADB3EBDF&hash=1700635DD5BEAC67E5E31F40329BB64720E4E6EC)
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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