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Webinar | ASCE 7-16 Response Spectrum Analysis in RFEM 6
Video
First Steps with RFEM
Description
This webinar will provide an introduction to fabric tensile structure design in RFEM 6.
Time Schedule:
00:00 Introduction
02:07 Modal analysis of a multi-story building
20:57 Response spectrum analysis acc. to the ASCE 7-16
39:42 Additional results with the Building Model add-on
45:55 Base shear, drift, and P-Delta considerations
50:35 Result Combination definitions for further design
54:45 Conclusion
Keywords
Free webinar Dynamics Response spectrum analysis RSA Seismic Earthquake ASCE 7 ASCE 7-16 Base shear Story shear Drift P-delta
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Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
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Although all the designs for a member have been complied with, I get an "Uncovered reinforcement". How is this possible?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
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- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
