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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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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?
- How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
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- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
