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Question
How can I create a drilled beam in RFEM?
Question
I have analyzed two models of an inclined bored pile as a support with defined spring stiffness. A surface that can be moved horizontally (globally) is used for the force transmission. The bored pile in Model A is a support inclined by 15° with a spring stiffness of 2,000 kN/m in the axial direction. The bored pile of Model B is a support with the defined spring stiffnesses, divided into the respective horizontal and vertical components. The value of the spring stiffness is always the same (2,000 kN/m). In my opinion, both models are equivalent. Why are there different results in the deformation anyway?
Question
Do I have an opportunity to consider cross-section reductions due to drilling or the like without having to remodel the cross-section in the SHAPE‑THIN program, for example?
- 004165
- RFEM 5
- RSTAB 8
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