Timber Arch Structure Design per NDS-2018 in RFEM
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Everything I Expected and More
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Nicholas J. Greven P.Eng.
23 July 2019
Recorded Webinar
Date
Event Language
EnglishContent
- Modeling, loading (ASCE 7-16), and analysis of a timber arch structure in RFEM
- Member design (NDS-2018) in RF-TIMBER AWC
- Consideration of curved glulam design
- Program printout report options available
Time Schedule
| 00:00 | Introduction |
| 04:32 | Modeling, loading, and analysis of arch timber structure in RFEM |
| 38:42 | Column design per NDS-2018 in RF-TIMBER AWC |
| 45:35 | Curved glulam member design |
| 56:40 | Printout report options |
| 1:03:14 | Conclusion |
Speaker
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.
Keywords
Timber Timber Structural Analysis NDS NDS 2018 NDS-18 National design standard AWC American Wood Council Glued-laminated timber Curve Krümmung Stress ASD LRFD ASCE 7
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New
Defining Arbitrary Nodal Load Sequence with Only One Member Load
Arbitrary point load distributions often occur in the load definition of member structures.
The cross-section resistance design analyzes tension and compression along the grain, bending, bending and tension/compression as well as the strength in shear due to shear force.
The design of structural components at risk of buckling or lateral-torsional buckling is performed according to the Equivalent Member Method and considers the systematic axial compression, bending with and without compressive force as well as bending and tension. Deflection of inner spans and cantilevers is compared to the maximal allowable deflection.
Separate design cases allow for a flexible and stability analysis of members, sets of members, and loads.
Design-relevant parameters such as the stability analysis type, member slendernesses, and limit deflections can be freely adjusted.
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
- The protocol lacks information on the limit time for the assessment of fire resistance R in the RF-TIMBER Pro add-on module. Can this information be added to the report?
- How can I model a timber-concrete composite floor?
- I would like to convert the load from a surface load to a line load, that is, to apply it to the individual beams. How can I do this without using an auxiliary area?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
- I have selected all available members for design in RF-/TIMBER Pro. Why are tapered members not designed?
- Is it possible to set user-defined values when viewing solid stress results?
- When performing the fire resistance design with TIMBER Pro, I get the error 10001. How can I fix the error?
- In RF-/TIMBER AWC and RF-/TIMBER CSA, I receive the error that says torsion limit exceeded. How do I bypass this error message?
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