Single-Span Beam
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Description
Question: I have defined temperature loads, strain loads, or a precamber. Once I modify stiffnesses, the deformations are no longer plausible.
Answer: By default, the imposed loads are applied in RSTAB without considering the stiffness modification. You can change this by deactivating the Calculation Perameters option shown in Image 01.
If you want to keep this option deactivated in new files by default, click the button at the bottom right.
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Keywords
Imposed load Temperature load Stiffness modification
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Slab-Wall Connections in RFEM 6
The properties of the connection between a reinforced concrete slab and a masonry wall can be correctly considered in the modeling using a special line hinge that is available in RFEM 6. This article will show you how to define this type of hinge by using a practical example.
![Relaxation Losses for 0.7 ∙ fpk According to EN 1992-1-1 [1]](/-/media/Images/website/pages/solutions/online-tools/glossary/000211/2707400.png?la=en-US&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=B8773E91D1A592AEE528D969311BE1A0D01E46E1)
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