ASCE 7-16 Response Spectrum Analysis in RFEM
Free Online Seminar
- Introduction to the RF‑DYNAM Pro add‑on modules
- Natural frequencies and mode shapes calculation
- Response spectrum analysis per ASCE 7-16
- Story drift, story shear, and P-Delta considerations
|05:40||Natural vibration analysis in RF-Dynam Pro-Natural Vibrations|
|21:02||Response Spectrum Analysis per ASCE 7-16 in RF-DYNAM PRO - Equivalent Loads|
|40:08||Base shear and story shear considerations|
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.
rsa response spectrum analysis earthquake seismic equivalent load asce 7 asce 7-16 nbc nbc 2015 p-delta base shear story shear drift modal analysis mode shape mass participation factor mass case mass combination damping frequency period cqc srss geometric stiffness
Do you have questions about our webinars? Need advice on which webinars are best for your upcoming design project? Contact us via phone, email, chat or forum or find suggested solutions and useful tips on our FAQ page available 24/7.Frequently Asked Questions (FAQ)
The effects due to snow load are described in the American standard ASCE/SEI 7-16 and in Eurocode 1, Parts 1 through 3. These standards are implemented in the new RFEM 6 program and the Snow Load Wizard, which serves to facilitate the application of snow loads. In addition to this, the most recent generation of the program allows the construction site to be specified on a digital map, thus allowing the snow load zone to be imported automatically. These data are, in turn, used by the Load Wizard to simulate the effects due to the snow load.
Locally Supported Reinforced Concrete Slab Covering Underground Garages - Surface Calculation Variant
Locally Supported Reinforced Concrete Slab Covering Underground Garages - Calculation Option with 2D Equivalent Frame
- What is the maximum number of reinforcement groups that can be created in a design case in RF‑CONCRETE Surfaces?
- I would like to perform punching design of a floor slab. I have selected nodes for the design, but they are marked as invalid. Where did I make a mistake?
- Is the deformation analysis in state II included in the concrete design in RFEM 6?
- How can I open the interaction diagram from Concrete Design?
- Where can I activate creep for concrete design?
- Why are the members invalid for the Concrete Design add-on?
- Is it possible to design single-layer reinforced surfaces with RFEM 6?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- What is the meaning of the two terms "Factorize provided reinforcement" and "Optimize provided reinforcement" in the concrete design?
- Can I switch the required reinforcement in the result tables from "mesh nodes" to "grid points?"
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Dynamic analysis of natural frequencies and mode shapes of member, surface, and solid models
Dynamic and seismic analysis including time history analysis and multi-modal response spectrum analysis
Seismic and static load analysis using the multi-modal response spectrum analysis