Keywords
Method of calculation Calculation parameters Method of analysis Geometrically linear analysis Second-order analysis Large deformation analysis Post-critical failure
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Connection of Tables and Dialog Boxes
By double‑clicking the element numbers (first column) of the table, the according dialog box appears.
![Vertical Soil Stress under Corner Point of Uniform Rectangle Load [2]](/-/media/Images/website/img/000001-010000/009601-009700/009675.png?la=en&mlid=AEBCAC28C25A4A2F93F419D5DA4345C3&hash=C2A6383AD9BEC4A6A8EB68C3F997CE680E35D3AC)
![Vertical Soil Stress According to Boussinesq [2]](/-/media/Images/website/img/000001-010000/009601-009700/009674.png?la=en&mlid=6A2CE5FBD4C1471CB9163F4CD95C1105&hash=47163D27466542FC24133FADC006A9D2E2FD490F)
![Distribution of Forces and Moments in Column Base According to [1]](/-/media/Images/website/img/000001-010000/009601-009700/009638.png?la=en&mlid=7D34CEAAE7354583A29169095622B515&hash=D5A1CD829CEAC6F92DF0C68F3F0F37A7E0C0E89B)
![System and Loading According to [1]](/-/media/Images/website/img/000001-010000/009601-009700/009634.png?la=en&mlid=F0F0A23924B8424CA1C2905961DF676B&hash=6AC023A421BDDF6BFE2AC5D69132D2F81A0C365A)
![Distribution of Vertical Soil Stresses and Related Settlement under Uniformly Distributed Load from [2]](/-/media/Images/website/img/000001-010000/009601-009700/009676.png?la=en&mlid=0F1EF7232A7141658DA9FC03757AD39F&hash=16731A6B41D9FDEB3B3EA4C39AC534791DB85C35)
![Time-Dependent Settlement Components [2]](/-/media/Images/website/img/000001-010000/009601-009700/009673.png?la=en&mlid=136EB2E10159447D9AA4FCBA2CAAFFAC&hash=FE51BA31D459E02FBB24C2B80C4445E604F92FA9)
![Case Distinction According to [1]](/-/media/Images/website/img/000001-010000/009401-009500/009458.png?la=en&mlid=9118EFFECFE84F8A8D9EB6620E643BDA&hash=B16657BEA2EAD007632B06C683AAF6C0E585097E)
New
Structural Analysis Models for Download
Download numerous structural models (for example, RFEM, RSTAB, or RWIND files) to utilize them for training purposes or for your projects.
- How can I change the colors of the selection and preselection?
- Can I have generated member loads from surface loads act eccentrically on the member section by means of a plane?
- After calculating the add -on module RF-/DYNAM Pro - Equivalent Loads, the size of my file has increased significantly. The performance has deteriorated enormously. What could be the reason for this?
- Why are my imperfections displayed differently and can I adjust the display?
- What happens to the programs and add -on modules if the network license times out? And how can I increase the timeout?
- Why is it not possible to select a load case in the RF-/STEEL add-on module for design, although it is defined in RFEM/RSTAB?
- Does the load generation also work for curved members?
- What effects can renumbering elements have on the printout report and the add -on modules?
- In my model, some surfaces are displayed in gray, while others are displayed in white without a gray filling. The "solid transparent" display type is selected for the graphics. How can all surfaces be displayed in gray?
- How can I get the member end forces to design the connections?
Associated Products
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
3,540.00 USD
Main Program
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
2,550.00 USD
