Check out these tips to help you get started with the RFEM program.
Webinar: Seismic Equivalent Loads Using the Response Spectrum Analysis in RFEM (USA)
Video
First Steps with RFEM
Description
Correction: At time 52:19, when Vt is less than 0.85V, the 0.85 factor should be applied to the base shear.
This webinar utilizes Dlubal's powerful finite element analysis program RFEM.
Content:
- Introduction to the RF-DYNAM Pro add-on modules
- Analysis of natural frequencies and mode shapes
- Perform a response spectrum analysis according to the IBC 2012 / ASCE 7-10
- Apply generated equivalent static loads in RFEM
Keywords
Dlubal Webinar Structural Analysis Structural Analysis Software Dynamic Dynamic Analysis Design BIM Building Information Modeling CAD FEA FEM Finite Elements Webinar about Dlubal Software Webinar Dlubal Tutorial
Write Comment...
Write Comment...
Contact Us
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, or chat or find suggested solutions and useful tips on our FAQ page available 24/7.
New
Parameterizing Models in RFEM 6/RSTAB 9
RFEM and RSTAB programs provide parameterized input as an advantageous product feature to create or adjust models by means of variables. This article will show you how to define global parameters and use them in formulas to determine numerical values.
New
Consideration of Cross-section Warping in the Stability Analysis of Member Structures
New
Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
New
Determination of Critical Load Factors Using the Structure Stability Add-on in RFEM 6 and RSTAB 9
New
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
-
How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
