Base Plate Connection | AISC
Model to Download
Description
Download the base plate connection model here and open it with the FEA software RFEM.
This model is used in the free webinar "Member, Surface, and Solid Stress-Strain Analysis in RFEM 6" on July 26, 2022 (English).
Keywords
Free webinar Member Surface Solid Stress Strain Nonlinear Plastic Von Mises
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- Views 387x
- Downloads 41x
- Updated 26 July 2022
- Number of Nodes 26
- Number of Lines 29
- Number of Members 0
- Number of Surfaces 11
- Number of Solids 0
- Number of Load Cases 2
- Number of Load Combinations 1
- Number of Result Combinations 0
- Total Weight 0,078 t
- Dimensions 0,508 x 1,016 x 0,508 m
Disclaimer
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- How can I efficiently define line hinges on several surfaces?
- How do I include the overstrength factor(s), Ωo in the ASCE 7 load combinations?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
- How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
- My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
- How do I create an imperfection based on a mode shape in RFEM 6?