ASSY SK
ASSY SK
Manufacturer : SWG
Category : Screws
Code approval : CCMC, ICC, ETA, LARR
Connection Type : Wood/Wood, Wood/Concrete
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LA Research Report (LARR): RR 26073
The LARR report outlines boundary conditions for the use of SWG ASSY 3.0 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-3179 for Partially Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY 3.0 screws in wood to wood connections.
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LA Research Report (LARR): RR 26073
The LARR report outlines boundary conditions for the use of SWG ASSY 3.0 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-3179 for Partially Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY 3.0 screws in wood to wood connections.
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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.
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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.
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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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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.
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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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
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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.
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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.
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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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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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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 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.
-
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.
-
Designing Timber Concrete Composite Systems (TCC) with ASSY Self-Tapping Screws
Guide to help the designer better understand the mechanical behaviour that governs timber concrete composite systems using wood screws as shear connectors.
-
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.
-
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.
-
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.
-
Multi Ply Assemblies with Wood or Engineered Wood Products (EWP)
Design guide for multi-ply assemblies such as trusses or other build up members made from 2x lumber or engineered wood products (EWP).
-
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.
-
Structural Insulated Panel (SIP) Installation Design
This addresses the design of connection details in SIP (Structural Insulated Panels) using code approved SWG ASSY SK screws.
-
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.
-
LA Research Report (LARR): RR 26073
The LARR report outlines boundary conditions for the use of SWG ASSY 3.0 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-3179 for Partially Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY 3.0 screws in wood to wood connections.
-
LA Research Report (LARR): RR 26073
The LARR report outlines boundary conditions for the use of SWG ASSY 3.0 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-3179 for Partially Threaded Screws
The ICC report outlines boundary conditions for the use of SWG ASSY 3.0 screws in wood to wood connections.