748x

000980

2020-01-07

[EN] FAQ 004206 | What is the meaning of "Shear failure in glued contact surface" in the details of ...

Name: [EN] FAQ 004206 | What is the meaning of "Shear failure in glued contact surface" in the details of ...
Uploaded: 2020-01-07T00:00:00+01:00

Question:
What is the meaning of "Shear failure in glued contact surface" in the details of the RF‑LAMINATE add-on module?

Answer:
In the case of cross-laminated timber plates that are not bonded on the narrow sides and a wall-like structural behavior, the torsion stress in the glued joints is often governing. This design is performed according to the explanations in the literature source given below, using the following equation.

Shear of board layers
Shear in the thickness direction

f-R rolling shear strength
f-v,tor torsional shear strength

For the y-direction, the design is similar, but using the values for the y‑direction.

Do you have any questions?

Events

2024-04-30

Online Training

RFEM 6 | Students | Introduction to Timber Design

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Construction Stages in Membrane Structures with RFEM 6

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Construction Stages in Membrane Structures with RFEM 6

2024-05-08

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RFEM 6 | Students | Introduction to Reinforced Concrete Design

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$Cross-Section Modeling and \n Stress Analysis in RSECTION 1$

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Online Training

RFEM 6 | Students | Introduction to Steel Design

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Consideration of Construction Stages in RFEM 6

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Consideration of Construction Stages in RFEM 6

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Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | May 2024

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$Steel Structures in RFEM 6 \n Part 1: Modeling, Load Input$

Webinar

Modeling and Design of Steel Structures in RFEM 6 | Part 1: Modeling, Load Input

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$Steel Structures in RFEM 6 \n Part 2: Combinations, Design, Documentation$

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Modeling and Design of Steel Structures in RFEM 6 | Part 2: Combinations, Design, Documentation

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Online Training

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Videos

FAQ

FAQ 004626 | Can I design laminated veneer lumber with RFEM/RSTAB?

Length: 00:01:58 min

FAQ

[EN] FAQ 004515 | What does the "Calculate grid points result values for graphics" option set...

Length: 00:01:00 min

FAQ

FAQ 004349 | Is it possible to perform fire resistance design of cross-laminated timber panels in RF‑LAMINATE?

Length: 00:00:40 min

FAQ

[EN] FAQ 004347 | Is it possible to perform a detailed analysis of connections, supports, or reinforcements ...

Length: 00:03:05 min

FAQ

[EN] FAQ 004206 | What is the meaning of "Shear failure in glued contact surface" in the details of ...

Length: 00:01:02 min

FAQ

FAQ 004281 | Does the RF‑LAMINATE program consider the shear correction factor for cross-laminated ...

Length: 00:00:21 min

FAQ

[EN] FAQ 004275 | In spite of having defined average regions, they are not considered in the design ...

Length: 00:00:54 min

FAQ 005494 | How can I model a timber beam with stiffening on both sides? (splice)

FAQ

FAQ 005494 | How can I model a timber beam with stiffening on both sides? (splice)

Length: 00:01:22 min

Product Feature

Fire Resistance Design of Surfaces for EN 1995, SIA 265, NDS, and CSA O86

Length: 00:00:56 min

Playlist

Models to Download

348x

80x

Timber Frame Building

Model 004809 | Cross-Laminated Timber Building

356x

53x

Cross-Laminated Timber Building

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23x

Timber Slab

Model 004717 | Ceiling with Line Releases

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26x

Ceiling with Line Releases

Model 004707 | Office Building of Municipal Works in Kirchheim unter Teck, Germany

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Office Building Timber Structure with Reinforced Concrete Elements

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Timber Industrial Hall Siegrist Igor Carpenteria

450x

50x

Trussed Roof

469x

58x

Timber-Concrete Building

640x

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Timber Column Base

Knowledge Base Articles

Influence of Duration of Action on Design Value of Strength

In addition to determining loads, some particularities concerning the load combinatorics in timber design have to be considered. Contrary to steel structures, where the largest loading results from all unfavorable actions, in timber construction, the strength values depend on the load duration and timber humidity. Special characteristics have to be considered as well for the serviceability limit state design. The following article discusses the effects on the design of wooden elements and how this is possible with RSTAB and RFEM.

KB 001848 | Timber Column Design as per the 2018 NDS Standard in RFEM 6

Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.

KB 001825 | WebService & API for Analysis of Construction Stages

When calculating regular structures, data input is often not complicated but time-consuming. Input automation can save valuable time. The task described in the present article is to consider the stories of a house as single construction stages. Data is entered using a C# program so that the user does not have to enter the elements of the individual floors manually.

Our webservice offers users the opportunity to communicate with RFEM 6 and RSTAB 9 using various programming languages. Dlubal's high-level functions (HLFs) allow you to expand and simplify the WebService's functionality. In line with RFEM 6 and RSTAB 9, using our WebService makes the engineer's work easier and faster. Check it out now! This tutorial shows you how to use the C# library by means of a simple example.

Product Features

Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. You just specify the surface geometry and the timber panel elements are generated using an internal member-surface construct, including the simulation of the connection flexibility.

Go to Explanatory Video

Feature 002585 | Fire Resistance Design of Surfaces for EN 1995 and SIA 265

You have the option to perform the fire resistance design of surfaces using the reduced cross-section method. The reduction is applied over the surface thickness. It is possible to perform the design checks for all timber materials allowed for the design.

For cross-laminated timber, depending on the type of adhesive, you can select whether it is possible for individual carbonized layer parts to fall off, and whether you can expect increased charring in certain layer areas.

Feature 002615 | Cross-Laminated Timber Manufacturer Library for USA, Canada, and Switzerland

Among others, the following cross-laminated timber manufacturers are available in the layer structure library:

Binderholz (USA)
KLH (USA, CAN)
Kalesnikoff (USA, CAN)
Nordic Structures (USA, CAN)
Mercer Mass Timber
SmartLam
Sterling Structural
Superstructures listed in Lignatec Edition 32 "Cross-Laminated Timber of Swiss Production"

By importing a structure from the layer structure library, all relevant parameters are adopted automatically. The library is continually updated.

The Timber Design add-on for RFEM 6 / RSTAB 9 is multi-purpose and combines a large number of additional elements. [*S16332764*] Timber Design Add-on for RFEM 6

Frequently Asked Questions (FAQ)

What does the "Calculate grid points result values for graphics" option set?

Is it possible to perform fire resistance design of cross-laminated timber panels in RF‑LAMINATE?

Is it possible to perform a detailed analysis of connections, supports, or reinforcements of cross‑laminated timber plates in RF‑LAMINATE?

What is the meaning of "Shear failure in glued contact surface" in the details of the RF‑LAMINATE add-on module?

Does the RF‑LAMINATE program consider the shear correction factor for cross-laminated timber plates?

In spite of having defined average regions, they are not considered in the design in RF‑LAMINATE Surfaces. Which setting did I overlook?

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