Steel Silo Design in RFEM 6 (USA)
Information about the Free Webinar
Everything I Expected and More
"RFEM is everything I expected and more. I’m having a blast learning the software and the webinars are fantastic."
Webinars provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.
Date | Time
Free Webinar | Steel Silo Design in RFEM 6 (USA)
|01:45||Silo modeling in RFEM 6|
|28:35||Loading,load cases, and load combinations|
|42:20||Calculation and analysis review|
|48:41||Stress-Strain Analysis Add-on surface design|
|54:07||Steel Design Add-on AISC member design|
|57:24||Structure Stability Add-on buckling considerations|
During the presentation, you will have the opportunity to ask individual questions.
A computer with internet access is required as well as a loudspeaker, headphones, headset or any other listening device. Alternatively, you can dial in using a phone line for audio connection.Take advantage of this free webinar and sign up today! The number of participants is limited. After your registration is complete, you will receive a confirmation email including information on how to join the webinar.
Presentation Model to Download
Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.
Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
Silo Tank Bin Steel Stress Buckling Stability AISC ASCE 7
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CSA S16:19 Stability Considerations and the New Annex O.2
The CSA S16:19 Stability Effects in Elastic Analysis method in Annex O.2 is an alternative option to the Simplified Stability Analysis Method in Clause 8.4.3. This article will describe the requirements of Annex O.2 and application in RFEM 6.
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. 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?
- 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?