AISI S310 2023
$37.70
AISI S310-23: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2023 Edition
Published By | Publication Date | Number of Pages |
AISI | 2023 | 109 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
4 | AISI S310-23 Preface |
7 | Symbols and Definitions |
15 | Table of Contents |
18 | NORTH AMERICAN STANDARD FOR THE DESIGN OFPROFILED STEEL DIAPHRAGM PANELS A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope A1.2 Applicability |
19 | A1.3 Definitions General Terms |
20 | A1.4 Units of Symbols and Terms A2 Referenced Specifications, Codes and Standards |
21 | A2.1 Referenced Specifications, Codes and Standards for United States and Mexico A2.2 Referenced Specifications, Codes and Standards for Canada A3 Materials |
22 | A3.1 Materials for United States and Mexico A3.2 Materials for Canada |
23 | B. DESIGN REQUIREMENTS B1 General Provisions B2 Loads and Load Combinations B3 Design Basis B3.1 Required Strength [Effect Due to Factored Loads] |
24 | B3.2 Design for Strength 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 |
25 | B3.2.4 Shear Deflection Requirements B3.3 Design for Diaphragm Panels B3.4 Design of Connections |
26 | 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 |
27 | B6 Fabrication and Erection B7 Quality Control and Quality Assurance B7.1 Delivered Minimum Thickness B8 Evaluation of Existing Diaphragm Panels C. PROFILED PANEL DIAPHRAGM BY ANALYSIS |
28 | D. PROFILED PANEL DIAPHRAGM D1 Profiled Panels D1.1 Profiled Panel Diaphragm Shear Strength |
32 | D1.2 Profiled Panel Diaphragm Shear Stiffness |
36 | D2 Perforated Profiled Panels D2.1 Perforated Profiled Panel Diaphragm Shear Strength |
37 | D2.2 Perforated Profiled Panel Diaphragm Shear Stiffness |
38 | D3 Cellular Panels D3.1 Cellular Panel Diaphragm Shear Strength |
39 | D3.2 Cellular Panel Diaphragm Shear Stiffness |
40 | D4 Perforated Cellular Panels D4.1 Perforated Cellular Panel Diaphragm Shear Strength D4.2 Perforated Cellular Panel Diaphragm Shear Stiffness |
41 | E . STRUCTURAL CONCRETE FILLED PROFILED PANELS E1 Structural Concrete Filled Profiled Panels E1.1 Structural Concrete Filled Profiled Panel Diaphragm Shear Strength |
43 | E1.2 Structural Concrete Filled Profiled Panel Diaphragm Shear Stiffness E2 Structural Concrete Filled Cellular Panels E2.1 Structural Concrete Filled Cellular Panel Diaphragm Shear Strength |
44 | E2.2 Structural Concrete Filled Cellular Panel Diaphragm Shear Stiffness |
45 | F. INSULATING CONCRETE FILLED PANELS F1 Insulating Concrete Filled Profiled Panels F1.1 Insulating Concrete Filled Profiled Panel Shear Strength |
46 | F1.2 Insulating Concrete Filled Profiled Panel Diaphragm Shear Stiffness |
47 | F2 Insulating Concrete Filled Cellular Panels F2.1 Insulating Concrete Filled Cellular Panel Diaphragm Shear Strength F2.2 Insulating Concrete Filled Cellular Panel Diaphragm Shear Stiffness |
48 | G. TEST-BASED DESIGN G1 Panel Connections G1.1 Test Standards G1.2 Panel In-Plane Shear Strength and Stiffness Using Test-Based Connections G2 Diaphragm Assemblies |
49 | G2.1 Test Standards G2.2 Test-Based Diaphragm Strength and Stiffness |
50 | Appendix 1: Connection Strength and Stiffness 1.1 Scope 1.2 Welded Connections 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 1.2.3.1 Arc Spot Weld With Washer Shear Strength |
51 | 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 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 |
52 | 1.2.5 Top Arc Seam Welds 1.2.5.1 Top Arc Seam Weld Connection Shear Flexibility 1.3 Screw Connections 1.3.1 Screw Connection Shear Flexibility |
53 | 1.3.2 Screw Shear Strength and Stiffness Through Insulation 1.4 Power-Actuated Fastener (PAF) Connections 1.4.1 Power-Actuated Fastener (PAF) Combined Shear and Tension |
54 | 1.5 Button Punch Connections 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 1.6.1 Screw or Nail Connection Into Wood Support Shear Strength |
55 | 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 |
60 | Symbols and Definitions |
61 | TABLE OF CONTENTS |
64 | COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS |
65 | A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope A1.2 Applicability |
66 | A1.3 Definitions |
68 | A1.4 Units of Symbols and Terms A2 Referenced Specifications, Codes and Standards A3 Materials |
69 | B. DESIGN REQUIREMENTS B1 General Provisions B2 Loads and Load Combinations B3 Design Basis B3.1 Required Strength [Effect Due to Factored Loads] B3.2 Design for Strength B3.3 Design for Diaphragm Panels |
70 | B3.4 Design of Connections |
75 | 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 |
76 | 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 B7.1 Delivered Minimum Thickness B8 Evaluation of Existing Diaphragm Panels |
77 | C. PROFILED PANEL DIAPHRAGM BY ANALYSIS |
78 | D. PROFILED PANEL DIAPHRAGM SHEAR STRENGTH AND STIFFNESS D1 Profiled Panels D1.1 Profiled Panel Diaphragm Shear Strength |
85 | D1.2 Profiled Panel Diaphragm Shear Stiffness |
86 | D2 Perforated Profiled Panels |
87 | D2.1 Perforated Profiled Panel Diaphragm Shear Strength D2.2 Perforated Profiled Panel Diaphragm Shear Stiffness |
88 | D3 Cellular Panels |
89 | D3.1 Cellular Panel Diaphragm Shear Strength D3.2 Cellular Panel Diaphragm Shear Stiffness |
90 | D4 Perforated Cellular Panels D4.1 Perforated Cellular Panel Diaphragm Shear Strength D4.2 Perforated Cellular Panel Diaphragm Shear Stiffness |
91 | E. STRUCTURAL CONCRETE FILLED PROFILED PANELS E1 Structural Concrete Filled Profiled Panels E1.1 Structural Concrete Filled Profiled Panel Diaphragm Shear Strength |
93 | E1.2 Structural Concrete Filled Profiled Panel Diaphragm Shear Stiffness |
94 | E2 Structural Concrete Filled Cellular Panels E2.1 Structural Concrete Filled Cellular Panel Diaphragm Shear Strength E2.2 Structural Concrete Filled Cellular Panel Diaphragm Shear Stiffness |
95 | F. INSULATING CONCRETE FILLED PANELS F1 Insulating Concrete Filled Profiled Panels F1.1 Insulating Concrete Filled Profiled Panel Diaphragm Shear Strength |
96 | F1.2 Insulating Concrete Filled Profiled Panel Diaphragm Shear Stiffness F2 Insulating Concrete Filled Cellular Panels F2.1 Insulating Concrete Filled Cellular Panel Diaphragm Shear Strength F2.2 Insulating Concrete Filled Cellular Panel Diaphragm Shear Stiffness |
97 | G. TEST-BASED DESIGN G1 Panel Connections G1.1 Test Standards |
98 | G1.2 Panel In-Plane Shear Strength and Stiffness Using Test-Based Connections G2 Diaphragm Assemblies G2.1 Test Standards G2.2 Test-Based Diaphragm Strength and Stiffness |
100 | APPENDIX 1: CONNECTION STRENGTH AND STIFFNESS 1.1 Scope 1.2 Welded Connections 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 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 |
101 | 1.2.4 Arc Seam Welds 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 1.2.5.1 Top Arc Seam Weld Connection Shear Flexibility 1.3 Screw Connections 1.3.1 Screw Connection Shear Flexibility 1.3.2 Screw Shear Strength and Stiffness Through Insulation |
102 | 1.4 Power-Actuated Fastener (PAF) Connections 1.4.1 Power-Actuated Fastener (PAF) Combined Shear and Tension 1.5 Button Punch Connections |
103 | 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 1.6.1 Screw or Nail Connection Into Wood Support Shear Strength 1.6.2 Screw or Nail Connection Into Wood Support Flexibility |
104 | 1.6.3 Screw or Nail Connection into Wood Support Combined Shear and Tension |
105 | REFERENCES |