ASSY VG CSK
ASSY VG CSK
Manufacturer : SWG
Category : Screws
Code approval : CCMC, ICC, ETA, LARR
Connection Type : Wood/Concrete, Wood/Steel
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LA Research Report (LARR): RR 26072
The LARR report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
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ASSY Screws ISO 50001
The International Organization for Standardization has awarded SWG ASSY screws with the ISO 50001 certification.
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CCMC Code Approval 13677-R
The Canadian Construction Material Centre (CCMC) code approval for the SWG ASSY partially threaded and fully threaded self-tapping wood screws.
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ICC Code Approval ESR-3178 for Fully Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
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LA Research Report (LARR): RR 26072
The LARR report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
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ASSY Screws ISO 50001
The International Organization for Standardization has awarded SWG ASSY screws with the ISO 50001 certification.
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CCMC Code Approval 13677-R
The Canadian Construction Material Centre (CCMC) code approval for the SWG ASSY partially threaded and fully threaded self-tapping wood screws.
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ICC Code Approval ESR-3178 for Fully Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
-
Canadian Structural Screw Design Guide
Based on the suggestions provided by the Mass Timber Design Community, this is our most comprehensive Structural Screw Design Guide for US yet.
-
American Structural Screw Design Guide
Based on the suggestions provided by the Mass Timber Design Community, this is our most comprehensive Structural Screw Design Guide for US yet.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Canadian Structural Screw Design Guide
Based on the suggestions provided by the Mass Timber Design Community, this is our most comprehensive Structural Screw Design Guide for US yet.
-
American Structural Screw Design Guide
Based on the suggestions provided by the Mass Timber Design Community, this is our most comprehensive Structural Screw Design Guide for US yet.
-
Structural Screw Installation Guide
The new structural screw installation guide is a practical document designed to clarify and simplify the installation process of self-tapping screws.
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Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Timber Connection Solutions Brochure
A listing of the cutting edge solutions proposed by MyTiCon for all sorts of timber connections, from the simplest to the most complex tall wood buildings.
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Pre-manufactured Concrete Slab Connector
This brochure provides insight into the installation procedures and concepts associated with pre-manufactured concrete slabs.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Timber Connection Solutions Brochure
A listing of the cutting edge solutions proposed by MyTiCon for all sorts of timber connections, from the simplest to the most complex tall wood buildings.
-
Pre-manufactured Concrete Slab Connector
This brochure provides insight into the installation procedures and concepts associated with pre-manufactured concrete slabs.
-
LA Research Report (LARR): RR 26072
The LARR report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
-
ASSY Screws ISO 50001
The International Organization for Standardization has awarded SWG ASSY screws with the ISO 50001 certification.
-
-
CCMC Code Approval 13677-R
The Canadian Construction Material Centre (CCMC) code approval for the SWG ASSY partially threaded and fully threaded self-tapping wood screws.
-
ICC Code Approval ESR-3178 for Fully Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
Fire Design for Mass Timber Connections
Design provisions for fire design of mass timber connection systems in North America compared against the results derived from full-scale testing.
-
Timber Moisture Content Changes and Associated Stress Predictions on Structural Wood Screws
Special detailing considerations regarding moisture induced dimensional changes in wood and potential solutions using modern self-tapping screws.
-
High Performance Beam to Post Connections
Overview of innovative method of arranging two high capacity KNAPP RICON® S connectors for slender beams.
-
Influence of Service Conditions on Load Carrying Capacity of RICON S VS Beam Hangers
The influence on the load carrying capacity and stiffness of RICON S VS beam hanger systems under varying service conditions is addressed in this paper.
-
Inter-Story Drift Performance of Concealed Connection Systems
The Inter-story drift performance of concealed pre-engineered connection systems under quasi statically reverse cyclic load is presented in this paper.
-
Timber Concrete Composite Systems (TCC) Design Example
Design values for Timber Concrete Composite Systems with inter-layer and a design example for a TCC-Tbeam are presented.
-
Testing of ASSY Screws in End-Grain
This white paper summarizes the on-going testing campaign being performed on the pull-out resistance of ASSY screws when applied in end-grain.
-
Factored Resistance Design for Engineered Screws (Canada)
A practical design example on how to determine the withdrawal and lateral factored resistances of engineered self-tapping screws.
-
Reference Design Values for Engineered Screws (USA)
A practical design example on how to determine the withdrawal and lateral reference design values of engineered self-tapping wood screws.
-
ASSY CLT Withdrawal Testing Campaign Results
Findings of the recently concluded validation test campaign on the Withdrawal of Self-Tapping Wood screws into Cross Laminated Timber (CLT).
-
CLT Horizontal Diaphragm Design Example
Practical design method to determine the strength and stiffness of a Cross Laminated Timber (CLT) horizontal diaphragm under lateral wind or seismic loads.
-
Overview of Dynamic Testing Campaign on CLT Connections
Summary of on-going testing on CLT Connections under Dynamic loading. Provides the background, progress and initial observations on an exciting research topic.
-
Ricon S VS Design Examples
Step by step design examples of a KNAPP connector with a design procedure considering the joint configuration with and without radial tension reinforcement.
-
ASSY© Structural Wood Screws: The Basics
Main features, differences, as well as advantages and limitations of the different types of ASSY Structural Self-Tapping Wood screws in conventional terms.
-
Structural Screw Comparison - ASSY© vs. Competition
Basic structural properties of code approved fasteners such as reference withdrawal resistance, head pull in resistance and tensile resistance.
-
End Grain Connection Design Example
Design procedure for short term loading of end grain connections with full thread wood screws. Design guidelines based on European and Canadian provisions.
-
Design for Reinforcement of Perpendicular to Grain Connection
A design example with full thread screws as reinforcement perpendicular to grain following USA standards such as the ICC ES 3178 and the NDS 2012.
-
ASSY Screws vs Lag Bolt
Differences in design capacities among lag screws and engineered structural screws. A comparison in shear design values and withdrawal design values.
-
Notch Reinforcement Design USA
A design example following ICC ES reports and NDS design provisions for reinforcing field notching of timber beams.
-
Timber Concrete Composite System Update
Brief summary of the progress on Timber Concrete Composite Systems in North America as a cost efficient and fast option for Tall Wood buildings.
-
Timber Connection Design Workshop - Design Calculations
Full design example of field tested tension splice joint with full thread ASSY VG screws including a video of on site test with comments from several experts.
-
Structural Screw Technology in Tall Wood Buildings
Summary of the results presented in the webinar “Structural Screw Technology in Tall Wood Buildings”. Find the guidelines for designing CLT connections.
-
Purlin to Beam Connection with Full Thread Screws
Roof purlin to beam connections using wood screws provide the required resistances and are fast and easy to install without pre-drilling.
-
Cost Efficiency of Full Thread Screw Connections
Cost comparison between fasteners in shear and fasteners in tension considering several fastener arrangements.
-
CLT Connection Design Guide NDS
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with reference lateral design values.
-
CLT Connection Design Guide CSA
Shear resistances for standard wood screw connections in CLT. Typical panel to panel and panel to beam connections with factored lateral resistance values.
-
Timber Reinforcement Guide
A variety of typical reinforced timber details such as notches, openings/penetrations, bearing under compression and perpendicular connections.
-
Timber Concrete Composite Systems
Timber Concrete Composite Systems (TCC) are used to create composite action between 2 structural materials through a stiff connecting element.
-
CLT Panel to Beam Connections
Summary on how to approach the design of CLT panel to Beam Connections with SWG ASSY screws is shown.
-
LA Research Report (LARR): RR 26072
The LARR report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
-
ASSY Screws ISO 50001
The International Organization for Standardization has awarded SWG ASSY screws with the ISO 50001 certification.
-
-
CCMC Code Approval 13677-R
The Canadian Construction Material Centre (CCMC) code approval for the SWG ASSY partially threaded and fully threaded self-tapping wood screws.
-
ICC Code Approval ESR-3178 for Fully Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
-
LA Research Report (LARR): RR 26072
The LARR report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.
-
ASSY Screws ISO 50001
The International Organization for Standardization has awarded SWG ASSY screws with the ISO 50001 certification.
-
-
CCMC Code Approval 13677-R
The Canadian Construction Material Centre (CCMC) code approval for the SWG ASSY partially threaded and fully threaded self-tapping wood screws.
-
ICC Code Approval ESR-3178 for Fully Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY VG screws in wood to wood connections.