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eLibrary >
AISI S310-23: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2023 Edition >
AISI S310-23: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2023 Edition, 2023
- AISI S310-23 [Go to Page]
- Preface
- Symbols and Definitions
- Table of Contents
- NORTH AMERICAN STANDARD FOR THE DESIGN OFPROFILED STEEL DIAPHRAGM PANELS
- A. GENERAL PROVISIONS [Go to Page]
- A1 Scope, Applicability, and Definitions [Go to Page]
- A1.1 Scope
- A1.2 Applicability
- A1.3 Definitions
- General Terms
- A1.4 Units of Symbols and Terms
- A2 Referenced Specifications, Codes and Standards [Go to Page]
- A2.1 Referenced Specifications, Codes and Standards for United States and Mexico
- A2.2 Referenced Specifications, Codes and Standards for Canada
- A3 Materials [Go to Page]
- A3.1 Materials for United States and Mexico
- A3.2 Materials for Canada
- B. DESIGN REQUIREMENTS [Go to Page]
- B1 General Provisions
- B2 Loads and Load Combinations
- B3 Design Basis [Go to Page]
- B3.1 Required Strength [Effect Due to Factored Loads]
- B3.2 Design for Strength [Go to Page]
- B3.2.1 Allowable Strength Design (ASD) Requirements
- B3.2.2 Load and Resistance Factor Design (LRFD) Requirements
- B3.2.3 Limit States Design (LSD) Requirements
- B3.2.4 Shear Deflection Requirements
- B3.3 Design for Diaphragm Panels
- B3.4 Design of Connections
- B3.5 Design for Stability
- B3.6 Design of Floor, Roof and Wall Diaphragm Assemblies
- B3.7 Design for Serviceability
- B3.8 Design for Fatigue
- B3.9 Design for Corrosion Effects
- B4 Dimensional Limits and Considerations
- B5 Profiled Panel Properties
- B6 Fabrication and Erection
- B7 Quality Control and Quality Assurance [Go to Page]
- B7.1 Delivered Minimum Thickness
- B8 Evaluation of Existing Diaphragm Panels
- C. PROFILED PANEL DIAPHRAGM BY ANALYSIS
- D. PROFILED PANEL DIAPHRAGM [Go to Page]
- D1 Profiled Panels [Go to Page]
- D1.1 Profiled Panel Diaphragm Shear Strength
- D1.2 Profiled Panel Diaphragm Shear Stiffness
- D2 Perforated Profiled Panels [Go to Page]
- D2.1 Perforated Profiled Panel Diaphragm Shear Strength
- D2.2 Perforated Profiled Panel Diaphragm Shear Stiffness
- D3 Cellular Panels [Go to Page]
- D3.1 Cellular Panel Diaphragm Shear Strength
- D3.2 Cellular Panel Diaphragm Shear Stiffness
- D4 Perforated Cellular Panels [Go to Page]
- D4.1 Perforated Cellular Panel Diaphragm Shear Strength
- D4.2 Perforated Cellular Panel Diaphragm Shear Stiffness
- E . STRUCTURAL CONCRETE FILLED PROFILED PANELS [Go to Page]
- E1 Structural Concrete Filled Profiled Panels [Go to Page]
- E1.1 Structural Concrete Filled Profiled Panel Diaphragm Shear Strength
- E1.2 Structural Concrete Filled Profiled Panel Diaphragm Shear Stiffness
- E2 Structural Concrete Filled Cellular Panels [Go to Page]
- E2.1 Structural Concrete Filled Cellular Panel Diaphragm Shear Strength
- E2.2 Structural Concrete Filled Cellular Panel Diaphragm Shear Stiffness
- F. INSULATING CONCRETE FILLED PANELS [Go to Page]
- F1 Insulating Concrete Filled Profiled Panels [Go to Page]
- F1.1 Insulating Concrete Filled Profiled Panel Shear Strength
- F1.2 Insulating Concrete Filled Profiled Panel Diaphragm Shear Stiffness
- F2 Insulating Concrete Filled Cellular Panels [Go to Page]
- F2.1 Insulating Concrete Filled Cellular Panel Diaphragm Shear Strength
- F2.2 Insulating Concrete Filled Cellular Panel Diaphragm Shear Stiffness
- G. TEST-BASED DESIGN [Go to Page]
- G1 Panel Connections [Go to Page]
- G1.1 Test Standards
- G1.2 Panel In-Plane Shear Strength and Stiffness Using Test-Based Connections
- G2 Diaphragm Assemblies [Go to Page]
- G2.1 Test Standards
- G2.2 Test-Based Diaphragm Strength and Stiffness
- Appendix 1: Connection Strength and Stiffness [Go to Page]
- 1.1 Scope
- 1.2 Welded Connections [Go to Page]
- 1.2.1 Arc Spot Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
- 1.2.2 Arc Spot Weld for Sheet-to-Sheet Connection Shear Flexibility
- 1.2.3 Arc Spot Weld With Washer for Sheet(s) Welded to a Thicker Supporting Member [Go to Page]
- 1.2.3.1 Arc Spot Weld With Washer Shear Strength
- 1.2.3.2 Arc Spot Weld With Washer Connection Shear Flexibility
- 1.2.3.3 Arc Spot Weld With Washer Tension Strength
- 1.2.3.4 Arc Spot Weld With Washer Combined Shear and Tension
- 1.2.4 Arc Seam Welds [Go to Page]
- 1.2.4.1 Arc Seam Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
- 1.2.4.2 Arc Seam Weld for Sheet-to-Sheet Connection Shear Flexibility
- 1.2.5 Top Arc Seam Welds [Go to Page]
- 1.2.5.1 Top Arc Seam Weld Connection Shear Flexibility
- 1.3 Screw Connections [Go to Page]
- 1.3.1 Screw Connection Shear Flexibility
- 1.3.2 Screw Shear Strength and Stiffness Through Insulation
- 1.4 Power-Actuated Fastener (PAF) Connections [Go to Page]
- 1.4.1 Power-Actuated Fastener (PAF) Combined Shear and Tension
- 1.5 Button Punch Connections [Go to Page]
- 1.5.1 Non-Piercing Button Punch Shear Strength
- 1.5.2 Non-Piercing Button Punch Connection Shear Flexibility
- 1.6 Fasteners Into Wood Supports [Go to Page]
- 1.6.1 Screw or Nail Connection Into Wood Support Shear Strength
- 1.6.2 Screw or Nail Connection Into Wood Support Flexibility
- 1.6.3 Screw or Nail Connection Into Wood Support Combined Shear and Tension
- AISI S310-23-C [Go to Page]
- Symbols and Definitions
- TABLE OF CONTENTS
- COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS
- A. GENERAL PROVISIONS [Go to Page]
- A1 Scope, Applicability, and Definitions [Go to Page]
- A1.1 Scope
- A1.2 Applicability
- A1.3 Definitions
- A1.4 Units of Symbols and Terms
- A2 Referenced Specifications, Codes and Standards
- A3 Materials
- B. DESIGN REQUIREMENTS [Go to Page]
- B1 General Provisions
- B2 Loads and Load Combinations
- B3 Design Basis [Go to Page]
- B3.1 Required Strength [Effect Due to Factored Loads]
- B3.2 Design for Strength
- B3.3 Design for Diaphragm Panels
- B3.4 Design of Connections
- B3.5 Design for Stability
- B3.6 Design of Floor, Roof and Wall Diaphragm Assemblies
- B3.7 Design for Serviceability
- B3.8 Design for Fatigue
- B3.9 Design for Corrosion Effects
- B4 Dimensional Limits and Considerations
- B5 Profiled Panel Properties
- B6 Fabrication and Erection
- B7 Quality Control and Quality Assurance [Go to Page]
- B7.1 Delivered Minimum Thickness
- B8 Evaluation of Existing Diaphragm Panels
- C. PROFILED PANEL DIAPHRAGM BY ANALYSIS
- D. PROFILED PANEL DIAPHRAGM SHEAR STRENGTH AND STIFFNESS [Go to Page]
- D1 Profiled Panels [Go to Page]
- D1.1 Profiled Panel Diaphragm Shear Strength
- D1.2 Profiled Panel Diaphragm Shear Stiffness
- D2 Perforated Profiled Panels [Go to Page]
- D2.1 Perforated Profiled Panel Diaphragm Shear Strength
- D2.2 Perforated Profiled Panel Diaphragm Shear Stiffness
- D3 Cellular Panels [Go to Page]
- D3.1 Cellular Panel Diaphragm Shear Strength
- D3.2 Cellular Panel Diaphragm Shear Stiffness
- D4 Perforated Cellular Panels [Go to Page]
- D4.1 Perforated Cellular Panel Diaphragm Shear Strength
- D4.2 Perforated Cellular Panel Diaphragm Shear Stiffness
- E. STRUCTURAL CONCRETE FILLED PROFILED PANELS [Go to Page]
- E1 Structural Concrete Filled Profiled Panels [Go to Page]
- E1.1 Structural Concrete Filled Profiled Panel Diaphragm Shear Strength
- E1.2 Structural Concrete Filled Profiled Panel Diaphragm Shear Stiffness
- E2 Structural Concrete Filled Cellular Panels [Go to Page]
- E2.1 Structural Concrete Filled Cellular Panel Diaphragm Shear Strength
- E2.2 Structural Concrete Filled Cellular Panel Diaphragm Shear Stiffness
- F. INSULATING CONCRETE FILLED PANELS [Go to Page]
- F1 Insulating Concrete Filled Profiled Panels [Go to Page]
- F1.1 Insulating Concrete Filled Profiled Panel Diaphragm Shear Strength
- F1.2 Insulating Concrete Filled Profiled Panel Diaphragm Shear Stiffness
- F2 Insulating Concrete Filled Cellular Panels [Go to Page]
- F2.1 Insulating Concrete Filled Cellular Panel Diaphragm Shear Strength
- F2.2 Insulating Concrete Filled Cellular Panel Diaphragm Shear Stiffness
- G. TEST-BASED DESIGN [Go to Page]
- G1 Panel Connections [Go to Page]
- G1.1 Test Standards
- G1.2 Panel In-Plane Shear Strength and Stiffness Using Test-Based Connections
- G2 Diaphragm Assemblies [Go to Page]
- G2.1 Test Standards
- G2.2 Test-Based Diaphragm Strength and Stiffness
- APPENDIX 1: CONNECTION STRENGTH AND STIFFNESS [Go to Page]
- 1.1 Scope
- 1.2 Welded Connections [Go to Page]
- 1.2.1 Arc Spot Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
- 1.2.2 Arc Spot Weld for Sheet-to-Sheet Connections Shear Flexibility
- 1.2.3 Arc Spot Weld With Washer for Sheet(s) Welded to a Thicker Supporting Member [Go to Page]
- 1.2.3.1 Arc Spot Weld With Washer Shear Strength
- 1.2.3.2 Arc Spot Weld With Washer Connection Shear Flexibility
- 1.2.3.3 Arc Spot Weld With Washer Tension Strength
- 1.2.3.4 Arc Spot Weld With a Washer Combined Shear and Tension
- 1.2.4 Arc Seam Welds [Go to Page]
- 1.2.4.1 Arc Seam Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
- 1.2.4.2 Arc Seam Weld for Sheet-to-Sheet Connections Shear Flexibility
- 1.2.5 Top Arc Seam Welds [Go to Page]
- 1.2.5.1 Top Arc Seam Weld Connection Shear Flexibility
- 1.3 Screw Connections [Go to Page]
- 1.3.1 Screw Connection Shear Flexibility
- 1.3.2 Screw Shear Strength and Stiffness Through Insulation
- 1.4 Power-Actuated Fastener (PAF) Connections [Go to Page]
- 1.4.1 Power-Actuated Fastener (PAF) Combined Shear and Tension
- 1.5 Button Punch Connections [Go to Page]
- 1.5.1 Non-Piercing Button Punch Shear Strength
- 1.5.2 Non-Piercing Button Punch Connection Shear Flexibility
- 1.6 Fasteners Into Wood Supports [Go to Page]
- 1.6.1 Screw or Nail Connection Into Wood Support Shear Strength
- 1.6.2 Screw or Nail Connection Into Wood Support Flexibility
- 1.6.3 Screw or Nail Connection into Wood Support Combined Shear and Tension
- REFERENCES [Go to Page]
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