?u= Sat, 26 Oct 2024 17:09:06 +0000 en-US hourly 1 https://wordpress.org/?v=6.7.1 ?u=/wp-content/uploads/2024/11/cropped-icon-150x150.png ?u= 32 32 ?u=/product/publishers/aisi/aisi-s400-2015-ws1-2016/ Sun, 20 Oct 2024 09:11:39 +0000 AISI S400-15 wS1-16: North American Standard for Seismic Design of Cold-Formed Steel Structural Systems, 2015 Edition with Supplement 1

Published By	Publication Date	Number of Pages
AISI	2015

]]> None

PDF Catalog

PDF Pages	PDF Title
2	NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMSWITH SUPPLEMENT 1
3	DISCLAIMER
4	PREFACE
6	COMMITTEES THAT APPROVE AISI S400-15 (2015)
7	LATERAL DESIGN SUBCOMMITTEE (2015)
8	COMMITTEES THAT APPROVE SUPPLEMENT 1 TO AISI S400-15 (2016)
9	LATERAL DESIGN SUBCOMMITTEE (2016)
22	NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMSWITH SUPPLEMENT 1 A. GENERAL A1 Scope and Applicability A1.1 Scope A1.2 Applicability
23	A2 Definitions A2.1 Terms
28	A3 Materials A3.1 Material Specifications
29	A3.2 Expected Material Properties A3.2.1 Material Expected Yield Stress [Probable Yield Stress] A3.2.2 Material Expected Tensile Strength [Probable Tensile Strength]
30	A3.2.3 Material Modified Expected Yield Stress [Modified Probable Yield Stress] A3.3 Consumables for Welding A4 Structural Design Drawings and Specifications
31	A5 Reference Documents
33	B. GENERAL DESIGN REQUIREMENTS B1 General Seismic Design Requirements B1.1 General B1.2 Load Path B1.3 Deformation Compatibility of Members and Connections Not in the Seismic Force-Resisting System B1.4 Seismic Load Effects Contributed by Masonry and Concrete Walls B1.5 Seismic Load Effects From Other Concrete or Masonry Components B2 Lateral Force-Resisting System
34	B3 Design Basis B3.1 Nominal Strength [Resistance] B3.2 Available Strength [Factored Resistance] B3.3 Expected Strength [Probable Resistance]
35	B3.4 Required Strength [Effects of Factored Loads]
36	C. ANALYSIS C1 Seismic Load Effects D. GENERAL MEMBER AND CONNECTION DESIGN REQUIREMENTS
37	E. SEISMIC FORCE-RESISTING SYSTEMS E1 Cold-Formed Steel Light Frame Shear Walls Sheathed With Wood Structural Panels E1.1 Scope E1.2 Basis of Design E1.2.1 Designated Energy-Dissipating Mechanism E1.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System E1.2.3 Type I or Type II Shear Walls
38	E1.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls E1.3 Shear Strength [Resistance] E1.3.1 Nominal Strength [Resistance] E1.3.1.1 Type I Shear Walls
41	E1.3.1.2 Type II Shear Walls E1.3.2 Available Strength [Factored Resistance]
42	E1.3.3 Expected Strength [Probable Resistance] E1.4 System Requirements E1.4.1 Type I Shear Walls E1.4.1.1 Limitations for Tabulated Systems
43	E1.4.1.2 Required Strength [Effect of Factored Loads] for Chord Studs, Anchorage, and Collectors E1.4.1.3 Required Strength [Effect of Factored Loads] for Foundations
44	E1.4.1.4 Design Deflection E1.4.2 Type II Shear Walls E1.4.2.1 Additional Limitations
45	E1.4.2.2 Required Strength [Effect of Factored Loads] for Chord Studs, Anchorage, and Collectors
46	E1.4.2.3 Design Deflection E2 Cold-Formed Steel Light Frame Shear Walls With Steel Sheet Sheathing E2.1 Scope E2.2 Basis of Design E2.2.1 Designated Energy-Dissipating Mechanism
47	E2.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System E2.2.3 Type I or Type II Shear Walls E2.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls
48	E2.3 Shear Strength [Resistance] E2.3.1 Nominal Strength [Resistance] E2.3.1.1 Type I Shear Walls
52	E2.3.1.2 Type II Shear Walls E2.3.2 Available Strength [Factored Resistance]
53	E2.3.3 Expected Strength [Probable Resistance] E2.4 System Requirements E2.4.1 Type I Shear Walls E2.4.1.1 Limitations for Tabulated Systems
54	E2.4.1.2 Required Strength [Effect of Factored Loads] for Chord Studs, Anchorage, and Collectors
55	E2.4.1.3 Required Strength [Effect of Factored Loads] for Foundations E2.4.1.4 Design Deflection
56	E2.4.2 Type II Shear Walls E2.4.2.1 Additional Limitations E2.4.2.2 Required Strength [Effects of Factored Loads] for Chord Studs, Anchorage, and Collectors
57	E2.4.2.3 Design Deflection
58	E3 Cold-Formed Steel Light Frame Strap Braced Wall Systems E3.1 Scope E3.2 Basis of Design E3.2.1 Designated Energy-Dissipating Mechanism E3.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System E3.2.3 Seismic Load Effects Contributed by Masonry and Concrete Walls
59	E3.3 Shear Strength [Resistance] E3.3.1 Nominal Strength [Resistance] E3.3.2 Available Strength [Factored Resistance] E3.3.3 Expected Strength [Probable Resistance] E3.4 System Requirements E3.4.1 Limitations on System
60	E3.4.2 Required Strength [Effect Due to Factored Loads] for Seismic Force-Resisting System
61	E3.4.3 Required Strength [Effect Due to Factored Loads] for Foundations E3.4.4 Design Deflection E4 Cold-Formed Steel Special Bolted Moment Frames (CFS–SBMF) E4.1 Scope E4.2 Basis of Design E4.2.1 Designated Energy-Dissipating Mechanism E4.2.2 Seismic Design Parameters for Seismic Force-Resisting System
62	E4.2.3 Seismic Load Effects Contributed by Masonry and Concrete Walls E4.3 Strength E4.3.1 Required Strength E4.3.1.1 Beams and Columns E4.3.1.2 Bolt Bearing Plates E4.3.2 Available Strength
63	E4.3.3 Expected Strength
65	E4.4 System Requirements E4.4.1 Limitations on System E4.4.2 Beams E4.4.3 Columns
66	E4.4.4 Connections, Joints and Fasteners E4.4.4.1 Bolted Joints E4.4.4.2 Welded Joints E4.4.4.3 Other Joints and Connections
67	E5 Cold-Formed Steel Light Frame Shear Walls With Wood-Based Structural Panel Sheathing on One Side and Gypsum Board Panel Sheathing on the Other Side E5.1 Scope E5.2 Basis of Design E5.2.1 Designated Energy-Dissipating Mechanism E5.2.2 Seismic Force Modification Factors and Limitations for Seismic Force-Resisting System E5.2.3 Type I Shear Walls E5.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls
68	E5.3 Shear Resistance E5.3.1 Nominal Resistance E5.3.1.1 Type I Shear Walls E5.3.2 Factored Resistance
69	E5.3.3 Probable Resistance E5.4 System Requirements E5.4.1 Type I Shear Walls E5.4.1.1 Limitations for Tabulated Systems
70	E5.4.1.2 Effect of Factored Loads for Chord Studs, Anchorage, and Collectors E5.4.1.3 Effect of Factored Loads for Foundations E5.4.1.4 Design Deflection
71	E6 Cold-Formed Steel Light Frame Shear Walls With Gypsum Board or Fiberboard Panel Sheathing E6.1 Scope E6.2 Basis of Design E6.2.1 Designated Energy-Dissipating Mechanism E6.2.2 Seismic Design Parameters for Seismic Force-Resisting System E6.2.3 Type I Shear Walls E6.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls E6.3 Shear Strength E6.3.1 Nominal Strength E6.3.1.1 Type I Shear Walls
73	E6.3.2 Available Strength E6.3.3 Expected Strength E6.4 System Requirements E6.4.1 Type I Shear Walls E6.4.1.1 Limitations for Tabulated Systems
74	E6.4.1.2 Required Strength for Chord Studs, Anchorage, and Collectors
75	E6.4.1.3 Required Strength for Foundations E6.4.1.4 Design Deflection
76	E7 Conventional Construction Cold-Formed Steel Light Frame Strap Braced Wall Systems E7.1 Scope E7.2 Basis of Design E7.2.1 Designated Energy-Dissipating Mechanism E7.2.2 Seismic Force Modification Factors and Limitations for Seismic Force-Resisting System E7.2.3 Wall Aspect Ratio E7.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls E7.3 Shear Resistance E7.3.1 Nominal Resistance E7.3.2 Factored Resistance
77	E7.4 System Requirements E7.4.1 Limitations on System E7.4.2 Effect of Eccentricity E7.4.3 Design Deflection
78	F. DIAPHRAGMS F1 General F1.1 Scope F1.2 Design Basis F1.3 Required Strength F1.3.1 Diaphragm Stiffness F1.3.2 Seismic Load Effects Including Overstrength F1.4 Shear Strength F1.4.1 Nominal Strength F1.4.1.1 Diaphragms Sheathed With Wood Structural Panels F1.4.2 Available Strength
79	F2 Cold-Formed Steel Diaphragms Sheathed With Wood Structural Panels F2.1 Scope F2.2 Additional Design Requirements F2.2.1 Seismic Detailing Requirements F2.2.2 Seismic Load Effects Contributed by Masonry and Concrete Walls F2.3 Required Strength F2.3.1 Diaphragm Stiffness F2.4 Shear Strength F2.4.1 Nominal Strength
80	F2.4.1.1 Requirements for Tabulated Systems F2.4.2 Available Strength
81	F2.4.3 Design Deflection F2.5 Requirements Where the Seismic Response Modification Coefficient, R, is Greater Than Three
82	F2.5.1 Open Front Structures F2.5.2 Member Requirements F3 Other Diaphragms
83	G. QUALITY CONTROL AND QUALITY ASSURANCE G1 Cold-Formed Steel Light Frame Shear Walls Sheathed With Wood Structural Panels G2 Cold-Formed Steel Light Frame Shear Walls Sheathed with Steel Sheets G3 Cold-Formed Steel Light Frame Strap Braced Wall Systems G4 Cold-Formed Steel Special Bolted Moment Frames (CFS–SBMF) G4.1 Cooperation G4.2 Rejections G4.3 Inspection of Welding
84	G4.4 Inspection of Bolted Connections G4.5 Identification of Steel G5 Cold-Formed Steel Light Frame Shear Walls Sheathed With Wood-Based Structural Panels and Gypsum Board Panels in Combination G6 Cold-Formed Steel Light Frame Shear Walls Sheathed With Gypsum Board or Fiberboard Panels
85	H. Use of Substitute Components and Connections in Seismic Force-Resisting Systems
86	APPENDIX 1, SEISMIC FORCE MODIFICATION FACTORS AND LIMITATIONS IN CANADA 1.1 Scope and Applicability 1.2 Seismic Force Modification Factors and Limitations in Canada
88	COMMENTARY ON NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS WITH SUPPLEMENT 1
89	DISCLAIMER
90	PREFACE
92	TABLE OF CONTENTS
96	COMMENTARY ON NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS WITH SUPPLEMENT 1 A. GENERAL A1 Scope and Applicability A1.1 Scope A1.2 Applicability
97	A2 Definitions A2.1 Terms A3 Materials
98	A3.2 Expected Material Properties A3.2.1 Material Expected Yield Stress [Probable Yield Stress]
99	A3.2.2 Material Expected Tensile Strength [Probable Tensile Strength] A3.2.3 Material Modified Expected Yield Stress [Modified Probable Yield Stress] A3.3 Consumables for Welding A4 Structural Design Drawings and Specifications A5 Reference Documents
100	B. GENERAL DESIGN REQUIREMENTS B1 General Seismic Design Requirements B1.1 General B1.2 Load Path B1.3 Deformation Compatibility of Members and Connections Not in the Seismic Force-Resisting System
101	B1.4 Seismic Load Effects Contributed by Masonry and Concrete Walls B1.5 Seismic Load Effects From Other Concrete or Masonry Components
102	B2 Lateral Force-Resisting System B3 Design Basis B3.3 Expected Strength [Probable Resistance]
104	C. ANALYSIS C1 Seismic Load Effects D. GENERAL MEMBER AND CONNECTION DESIGN REQUIREMENTS
105	E. SEISMIC FORCE-RESISTING SYSTEMS E1 Cold-Formed Steel Light Frame Shear Walls Sheathed With Wood Structural Panels E1.1 Scope E1.2.1 Designated Energy-Dissipating Mechanism E1.2 Basis of Design
106	E1.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System
107	E1.2.3 Type I or Type II Shear Walls
109	E1.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls E1.3 Shear Strength [Resistance] E1.3.1.1 Type I Shear Walls
115	E1.3.1.2 Type II Shear Walls E1.3.2 Available Strength [Factored Resistance]
116	E1.3.3 Expected Strength [Probable Resistance]
117	E1.4 System Requirements E1.4.1 Type I Shear Walls E1.4.1.1 Limitations for Tabulated Systems
118	E1.4.1.2 Required Strength [Effect Due to Factored Loads] for Chord Studs, Anchorage, and Collectors E1.4.1.3 Required Strength [Effect Due to Factored Loads] for Foundations E1.4.1.4 Design Deflection
120	E1.4.2 Type II Shear Walls E1.4.2.1 Additional Limitations E1.4.2.2 Required Strength [Effect Due to Factored Loads] for Chord Studs, Anchorage, and Collectors
121	E1.4.2.3 Design Deflection
122	E2 Cold-Formed Steel Light Frame Shear Walls With Steel Sheet Sheathing E2.2 Basis of Design E2.2.1 Designated Energy -Dissipating Mechanism E2.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System
123	E2.2.3 Type I or Type II Shear Walls E2.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls E2.3 Shear Strength [Resistance] E2.3.1 Nominal Strength [Resistance]
124	E2.3.1.1 Type I Shear Walls
125	E2.3.1.2 Type II Shear Walls E2.3.2 Available Strength [Factored Resistance] E2.3.3 Expected Strength [Probable Resistance] E2.4 System Requirements E2.4.1 Type I Shear Walls E2.4.1.1 Limitations for Tabulated Systems E2.4.1.2 Required Strength [Effect Due to Factored Loads] for Chord Studs, Anchorage, and Collectors E2.4.1.3 Required Strength [Effect Due to Factored Loads] for Foundations E2.4.1.4 Design Deflection
126	E2.4.2 Type II Shear Walls E3 Cold-Formed Steel Light Frame Strap Braced Wall Systems E3.2 Basis of Design E3.2.1 Designated Energy-Dissipating Mechanism E3.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System
127	E3.2.3 Seismic Load Effects Contributed by Masonry and Concrete Walls E3.3 Shear Strength [Resistance] E3.3.1 Nominal Strength [Resistance] E3.3.2 Available Strength [Factored Resistance] E3.3.3 Expected Strength [Probable Resistance]
128	E3.4 System Requirements E3.4.1 Limitations on System
131	E3.4.2 Required Strength [Effect of Factored Loads] for Seismic Force-Resisting System E3.4.3 Required Strength [Effect of Factored Loads] for Foundations E3.4.4 Design Deflection
132	E4 Cold-Formed Steel Special Bolted Moment Frames (CFS–SBMF) E4.1 Scope E4.2 Basis of Design E4.2.1 Designated Energy- Dissipating Mechanism
134	E4.2.2 Seismic Design Parameters for Seismic Force-Resisting System
135	E4.2.3 Seismic Load Effects Contributed by Masonry and Concrete Walls E4.3 Strength E4.3.1 Required Strength E4.3.1.1 Beams and Columns E4.3.1.2 Bolt Bearing Plates
136	E4.3.2 Available Strength E4.3.3 Expected Strength
143	E4.4 System Requirements E4.4.1 Limitations on System
145	E4.4.2 Beams
146	E4.4.3 Columns E4.4.4 Connections, Joints and Fasteners
147	E4.4.4.1 Bolted Joints
148	E4.4.4.2 Welded Joints
149	E4.4.4.3 Other Joints and Connections
150	E5 Cold-Formed Steel Light Frame Shear Walls With Wood Structural Panel Sheathing on One Side and Gypsum Board Panel Sheathing on the Other Side E5.1 Scope E5.2 Basis of Design E5.3 Shear Resistance E5.4 System Requirements
151	E6 Cold-Formed Steel Light Frame Shear Walls With Gypsum Board or Fiberboard Panel Sheathing E6.1 Scope E6.2 Basis of Design
152	E6.3 Shear Strength
153	E6.4 System Requirements
154	E7 Conventional Construction Cold-Formed Steel Light Frame Strap Braced Wall Systems E7.1 Scope E7.2 Basis of Design E7.3 Shear Resistance E7.4 System Requirements
155	F. DIAPHRAGMS F1 General F1.1 Scope F1.2 Design Basis F1.3 Required Strength
156	F1.4 Shear Strength F2 Cold-Formed Steel Diaphragms Sheathed With Wood Structural Panels F2.1 Scope F2.2 Additional Design Requirements F2.3 Required Strength F2.4 Shear Strength F2.4.1 Nominal Strength
157	F2.4.2 Available Strength F2.4.3 Design Deflection
158	F2.5 Requirements Where Seismic Response Modification Coefficient, R, Greater Than Three F3 Other Diaphragms
159	G. QUALITY CONTROL AND QUALITY ASSURANCE
160	H. USE OF SUBSTITUTE COMPONENTS AND CONNECTIONS IN SEISMIC FORCE-RESISTING SYSTEMS
162	APPENDIX 1, SEISMIC FORCE MODIFICATION FACTORS AND LIMITATIONS IN CANADA
163	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s310-2023/ Sun, 20 Oct 2024 09:11:39 +0000 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

]]> ?u=/product/publishers/aisi/aisi-s310-2020-ws1-2022/ Sun, 20 Oct 2024 09:11:38 +0000 AISI S310-20 wS1-22: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2020 Edition with Supplement 1

Published By	Publication Date	Number of Pages
AISI	2020	199

]]> None

PDF Catalog

PDF Pages	PDF Title
3	AISI S310-20w/S1-22 Disclaimer
24	Table of Cotents
30	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope A1.2 Applicability
31	A1.3 Definitions
33	A2 Materials A3 Loads A4 Referenced Documents
34	A5 Units of Symbols and Terms
35	B. SAFETY FACTORS AND RESISTANCE FACTORS B1 Safety Factors and Resistance Factors of Diaphragms With Steel Supports B1.1 Floor, Roof, or Wall Steel Diaphragm Construction
37	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General C2 Strength Design C3 Deflection Requirements
39	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION
40	D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
45	D1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports
49	D1.1.2 Screws Into Steel Supports
50	D1.1.3 Power-Actuated Fasteners Into Steel Supports
51	D1.1.4 Fasteners Into Wood Supports D1.1.4.1 Safety Factors and Resistance Factors D1.1.4.2 Screw or Nail Connection Strength Through Bottom Flat and Into Support
53	D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
55	D1.1.5 Other Connections With Fasteners Into Steel, Wood or Concrete Support
56	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Sidelap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns
57	D1.2.1 Arc Spot Welds
58	D1.2.2 Fillet Welds Subject to Longitudinal Shear D1.2.3 Flare Groove Welds Subject to Longitudinal Shear
59	D1.2.4 Top Arc Seam Sidelap Welds Subject to Longitudinal Shear
60	D1.2.5 Sidelap Screw Connections D1.2.6 Non-Piercing Button Punch Sidelap Connections D1.2.7 Other Sidelap Connections
61	D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
64	D1.3.1 Screws Through Bottom Flat of Panel Over Insulation and Into Steel Supports D1.3.1.1 Screws at Interior Flutes D1.3.1.2 Screws at Exterior Flute With Lap-Down at Sidelap
65	D1.3.1.3 Lap-Up Condition at Sidelap With Screws Not Into Support D1.3.2 Screws Through Top Flat of Panel Over Insulation and Into Steel or Wood Supports D1.3.2.1 Screws at Interior Flutes
66	D1.3.2.2 Lap-Up Condition With Sidelap Screws Into Support D1.3.3 Screws Through Bottom Flat of Panel Over Insulation and Into Wood Supports
67	D1.3.4 Nails Through Bottom or Top Flat of Panel Over Insulation and Into Wood Supports D1.3.5 Other Support Fasteners Through Insulation D1.4 Fluted Acoustic Panel With Perforated Elements
68	D1.5 Cellular Deck D1.5.1 Safety Factors and Resistance Factors for Cellular Deck D1.5.2 Connection Strength and Design
69	D1.6 Standing Seam Panels D1.7 Double-Skinned Panels
70	D2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb
72	D2.1 Cellular Deck D3 Shear and Uplift Interaction D3.1 Support Connections
73	D3.1.1 Arc Spot Welds
74	D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
77	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
79	D3.1.3 Power-Actuated Fasteners
80	D3.1.4 Nails Through Bottom Flats Into Wood Supports
81	D3.2 Sidelap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills
82	D4.1 Structural Concrete-Filled Diaphragms D4.1.1 Diagonal Tension Limit State
83	D4.1.2 Fastener Strength Limit State D4.1.2.1 Steel Headed Stud Anchors D4.1.2.2 Welds, Screws or Other Fasteners D4.2 Strength of Lightweight Insulating Concrete-Filled Diaphragms
84	D4.2.1 Strength of Lightweight Insulation-Filled Diaphragms D4.2.2 Fasteners at Lateral Load Transfer Locations
85	D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
86	D5.1.2 Fluted Acoustic Panels With Perforated Elements
87	D5.2 Connection Flexibility D5.2.1 Welds Into Steel D5.2.1.1 Arc Spot or Arc Seam Welds D5.2.1.2 Top Arc Seam Sidelap Welds
88	D5.2.2 Screws Into Steel D5.2.3 Wood Screws or Nails Into Wood Supports
89	D5.2.4 Power-Actuated Fasteners Into Supports D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Sidelaps D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations
91	D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms
92	D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
93	D6 Diaphragm Flexibility
94	E. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY TEST E1 Strength and Stiffness of a Prototype Diaphragm System E1.1 Test Protocol E1.2 Design Using Test-Based Analytical Equations
95	E1.2.1 Test Assembly Requirements
97	E1.2.2 Test Calibration
102	E1.2.3 Laboratory Testing Reports E2 Single Diaphragm System E2.1 Test System Requirements
103	E2.1.1 Fastener and Weld Requirements
104	E2.1.2 Concrete Requirements E2.2 Test Calibration
105	E2.3 Laboratory Testing Reports E2.4 Adjustment for Design
106	E2.4.1 Adjustment to Strength of Diaphragms Without Structural Concrete Fill
108	E2.4.2 Adjustment to Strength of Diaphragms With Structural Concrete Fill
109	E2.5 Test Results Interpretation
111	Appendix 1: Determination of Factors, Dn and (c 1.1 General 1.1.1 Scope 1.1.2 Applicability 1.2 Determination of Warping Factor, Dn 1.3 Determination of Support Factor, (c
112	1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
116	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
117	1.6 Determination of Warping Factor for Perforated Deck
118	Appendix 2: Strength at Perimeter Load Delivery Point 2.1 General 2.1.1 Scope 2.1.2 Applicability 2.2 Connection Design
119	2.3 Axial Compression Design in Panel
120	2.3.1 Combined Compressive Axial Load and Bending in Panel
121	2.4 Axial Tension Design in Panel 2.4.1 Combined Tensile Axial Load and Bending in Panel
124	DISCLAIMER
126	TABLE OF CONTENTS
130	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope
131	A1.2 Applicability A1.3 Definitions
132	A2 Materials A3 Loads A4 Referenced Documents A5 Units of Symbols and Terms
134	B. SAFETY FACTORS AND RESISTANCE FACTORS B1 Safety Factors and Resistance Factors of Diaphragm With Steel Supports B1.1 Floor, Roof, or Wall Steel Diaphragm Construction
137	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General
138	C2 Strength Design C3 Deflection Requirements
141	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
144	D1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs
145	D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports D1.1.2 Screws Into Steel Supports
146	D1.1.3 Power-Actuated Fasteners Into Steel Supports D1.1.4 Fasteners Into Wood Supports D1.1.4.1 Safety Factors and Resistance Factors D1.1.4.2 Screw or Nail Connection Strength Through Bottom Flat and Into Support
147	D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support D1.1.5 Other Connections With Fasteners Into Steel, Wood, or Concrete Support
148	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Sidelap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns
149	D1.2.1 Arc Spot Welds D1.2.2 Fillet Welds Subject to Longitudinal Shear D1.2.3 Flare Groove Welds Subject to Longitudinal Shear D1.2.4 Top Arc Seam Sidelap Welds Subject to Longitudinal Shear
150	D1.2.5 Sidelap Screw Connections D1.2.6 Non-Piercing Button Punch Sidelap Connections
151	D1.2.7 Other Sidelap Connections D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
152	D1.3.1 Screws Through Bottom Flat of Panel Over Insulation and Into Steel Supports D1.3.1.1 Screws at Interior Flutes
153	D1.3.1.2 Screws at Exterior Flute With Lap-Down at Sidelap D1.3.1.3 Lap-Up Condition at Sidelap With Screws Not Into Support D1.3.2 Screws Through Top Flat of Panel Over Insulation and Into Steel or Wood Supports D1.3.2.2 Lap-Up Condition With Sidelap Screws Into Support
154	D1.3.3 Screws Through Bottom Flat of Panel Over Insulation and Into Wood Supports D1.3.4 Nails Through Bottom or Top Flat of Panel Over Insulation and Into Wood Supports D1.3.5 Other Support Fasteners Through Insulation D1.4 Fluted Acoustic Panel With Perforated Elements D1.5 Cellular Deck D1.5.1 Safety Factors and Resistance Factors for Cellular Deck
155	D1.5.2 Connection Strength and Design D1.6 Standing Seam Panels
156	D1.7 Double-Skinned Panels
157	D2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb
159	D2.1 Cellular Deck D3 Shear and Uplift Interaction
160	D3.1 Support Connections D3.1.1 Arc Spot Welds D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
161	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports D3.1.3 Power-Actuated Fasteners
162	D3.1.4 Nails Through Bottom Flats Into Wood Supports
163	D3.2 Sidelap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills
164	D4.1 Structural Concrete-Filled Diaphragm
165	D4.1.1 Diagonal Tension Limit State D4.1.2 Fastener Strength Limit State
166	D4.2 Lightweight Insulating Concrete-Filled Diaphragms
167	D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
168	D5.1.2 Fluted Acoustic Panels With Perforated Elements
169	D5.2 Connection Flexibility
170	D5.2.1 Welds Into Steel D5.2.1.1 Arc Spot or Arc Seam Welds D5.2.1.2 Top Arc Seam Sidelap Welds D5.2.2 Screws Into Steel
171	D5.2.3 Wood Screws or Nails Into Wood Supports D5.2.4 Power-Actuated Fasteners Into Supports D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Sidelaps
172	D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms
173	D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms D6 Diaphragm Flexibility
174	E. DIAPHRAGM NOMINAL SHEAR STRENGTH [RESISTANCE] PER UNIT LENGTH AND STIFFNESS DETERMINED BY TEST E1 Strength and Stiffness of a Prototype Diaphragm System E1.1 Test Protocol E1.2 Design Using Test-Based Analytical Equations
178	E1.2.1 Test Assembly Requirements
180	E1.2.2 Test Calibration
182	E1.2.3 Laboratory Testing Reports
183	E2 Single Diaphragm System E2.1 Test System Requirements E2.1.1 Fastener and Weld Requirements
184	E2.1.2 Concrete Requirements E2.2 Test Calibration E2.3 Laboratory Testing Reports
185	E2.4 Adjustment for Design E2.4.1 Diaphragms Without Structural Concrete Fill E2.4.2 Diaphragms With Structural Concrete Fill E2.5 Test Results Interpretation
187	APPENDIX 1: DETERMINATION OF FACTORS, Dn AND c 1.1 General 1.1.1 Scope 1.1.2 Applicability 1.2 Determination of Warping Factor, Dn
189	1.3 Determination of Support Factor, (c 1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
190	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
191	1.6 Determination of Warping Factor for Perforated Deck
193	APPENDIX 2: STRENGTH AT PERIMETER LOAD DELIVERY POINT
194	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s250-2021-ws1-2022/ Sun, 20 Oct 2024 09:11:37 +0000 AISI S250-21 wS1-22: North American Standard for Thermal Transmittance of Building Envelopes with Cold-Formed Steel Framing, 2021 Edition with Supplement 1

Published By	Publication Date	Number of Pages
AISI	2021

]]> None

PDF Catalog

PDF Pages	PDF Title
3	DISCLAIMER
4	PREFACE
10	SYMBOLS
14	NORTH AMERICAN STANDARD FOR THERMAL TRANSMITTANCEOF BUILDING ENVELOPES WITH COLD-FORMED STEEL FRAMING A. GENERAL A1 Scope and Applicability A1.1 Scope A1.2 Applicability A2 Definitions
16	A3 Units of Symbols and Terms A4 Referenced Documents
17	B. DESIGN B1 General B2 Floor Framing B3 Wall Framing B3.1 Standard C-Shape Framing B3.1.1 Overall Thermal Zone
18	B3.1.2 C-Shape Framing Factor B3.1.3 Properties of C-Shape Path with Cavity Insulation B3.1.3.1 Thermal Resistance of C-Shape Web
19	B3.1.3.2 Thermal Transmittance of Cavity with Insulation
20	B3.1.3.3 Effective Thermal Resistance (R-value) of Cavity with Insulation B3.1.4 Properties of C-Shape Path at Cavity Air Space B3.1.4.1 Thermal Transmittance of Cavity at Air Space B3.1.4.2 Effective Thermal Resistance (R-value) of Cavity at Air Space B3.1.5 Combined Thermal Resistance (R-Value)
21	B3.1.6 Thermal Resistance (R-value) of Series Paths B3.1.6.1 C-Shape Path B3.1.6.2 Cavity Path B3.1.7 OTZ Framing Factor
22	B3.1.8 Overall Thermal Transmittance (U-Factor) B3.2 Other Than Standard C-Shape Framing B3.2.1 Calculation Option for Other Than Standard C-Shape Framing B4 Roof/Ceiling Framing
23	B4.1 Standard Joist and Rafter Framing B4.2 Standard Truss Framing B4.2.1 Trusses Without Rigid Foam Insulation
24	B4.2.2 Trusses with R-3 Rigid Foam Insulation B4.2.3 Trusses with R-5 Rigid Foam Insulation
25	APPENDIX 1, PRE-CALCULATED WALL ASSEMBLY TABLES
34	COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THERMAL TRANSMITTANCE OF BUILDING ENVELOPES WITH COLD-FORMED STEEL FRAMING A. GENERAL A1 Scope and Applicability A2 Definitions
35	A3 Units of Symbols and Terms
36	B. DESIGN B1 General B2 Floor Framing B3 Wall Framing B3.1 Standard C-Shape Framing B3.1.1 Overall Thermal Zone
38	B4 Roof/Ceiling Framing B4.1 Standard Joist and Rafter Framing
39	B4.2 Standard Truss Framing
40	APPENDIX 1, PRE-CALCULATED WALL ASSEMBLY TABLES
41	REFERENCES
43	AISI S250-21/wS1-22

]]> ?u=/product/publishers/aisi/aisi-s310-2016/ Sun, 20 Oct 2024 09:11:37 +0000 AISI S310-16: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2016 Edition

Published By	Publication Date	Number of Pages
AISI	2016	187

]]> None

PDF Catalog

PDF Pages	PDF Title
3	DISCLAIMER
20	NORTH AMERICAN STANDARD FOR THE DESIGN OFPROFILED STEEL DIAPHRAGM PANELS
26	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope A1.2 Applicability
27	A1.3 Definitions
29	A2 Materials A3 Loads A4 Referenced Documents
30	A5 Units of Symbols and Terms
31	B. SAFETY FACTORS AND RESISTANCE FACTORS B1 Safety Factors and Resistance Factors of Diaphragms With Steel Supports and No Concrete Fill B1.1 Floor, Roof, or Wall Steel Diaphragm Construction
33	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General C2 Strength Design C3 Deflection Requirements
35	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION
36	D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
40	D1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports
44	D1.1.2 Screws Into Steel Supports
45	D1.1.3 Power-Actuated Fasteners Into Steel Supports
46	D1.1.4 Fasteners Into Wood Supports D1.1.4.1 Safety Factors and Resistance Factors D1.1.4.2 Screw or Nail Connection Strength Through Bottom Flat and Into Support
48	D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
50	D1.1.5 Other Connections With Fasteners Into Steel, Wood or Concrete Support
51	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Side-Lap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns
52	D1.2.1 Arc Spot Welds
53	D1.2.2 Fillet Welds Subject to Longitudinal Shear D1.2.3 Flare Groove Welds Subject to Longitudinal Shear
54	D1.2.4 Top Arc Seam Side-Lap Welds Subject to Longitudinal Shear
55	D1.2.5 Side-Lap Screw Connections D1.2.6 Non-Piercing Button Punch Side-Lap Connections D1.2.7 Other Side-Lap Connections
56	D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
57	D1.3.1 Lap-Up Condition at Side-Lap D1.3.1.1 Lap-Up Condition With Side-Lap Fasteners Not Into Support
58	D1.3.1.2 Lap-Up Condition With Side-Lap Fasteners Into Support D1.3.2 Lap-Down Condition at Side-Lap
59	D1.3.3 Other Support Fasteners Through Insulation D1.4 Fluted Acoustic Panel With Perforated Elements D1.5 Cellular Deck D1.5.1 Safety Factors and Resistance Factors for Cellular Deck D1.5.2 Connection Strength and Design
60	D1.6 Standing Seam Panels
61	D1.7 Double-Skinned Panels
62	D2 Stability Limit, Snb D2.1 Fluted Panel
63	D2.2 Cellular Deck D3 Shear and Uplift Interaction D3.1 Support Connections
64	D3.1.1 Arc Spot Welds
65	D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
68	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
70	D3.1.3 Power-Actuated Fasteners
71	D3.1.4 Nails Through Bottom Flats Into Wood Supports
72	D3.2 Side-Lap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills D4.1 Safety Factors and Resistance Factors
73	D4.2 Structural Concrete-Filled Diaphragms D4.3 Lightweight Insulating Concrete-Filled Diaphragms
74	D4.4 Perimeter Fasteners for Concrete-Filled Diaphragms
76	D4.4.1 Steel-Headed Stud Anchors D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
78	D5.1.2 Fluted Acoustic Panels With Perforated Elements D5.2 Connection Flexibility
79	D5.2.1 Welds Into Steel D5.2.1.1 Arc Spot or Arc Seam Welds D5.2.1.2 Top Arc Seam Side-Lap Welds D5.2.2 Screws Into Steel
80	D5.2.3 Wood Screws or Nails Into Wood Supports D5.2.4 Power-Actuated Fasteners Into Supports D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Side-Laps
81	D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations
83	D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms
84	D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
85	D6 Diaphragm Flexibility
86	E. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY TEST E1 Strength and Stiffness of a Prototype Diaphragm System E1.1 Test Protocol E1.2 Design Using Test-Based Analytical Equations
87	E1.2.1 Test Assembly Requirements
89	E1.2.2 Test Calibration
94	E1.2.3 Laboratory Testing Reports E2 Single Diaphragm System E2.1 Test System Requirements
95	E2.1.1 Fastener and Weld Requirements
96	E2.1.2 Concrete Requirements E2.2 Test Calibration
97	E2.3 Laboratory Testing Reports E2.4 Adjustment for Design
98	E2.4.1 Adjustment to Strength of Diaphragms Without Structural Concrete Fill
100	E2.4.2 Adjustment to Strength of Diaphragms With Structural Concrete Fill
101	E2.5 Test Results Interpretation
103	Appendix 1: Determination of Factors, Dn and (c 1.1 General 1.1.1 Scope 1.1.2 Applicability 1.2 Determination of Warping Factor, Dn 1.3 Determination of Support Factor, (c
104	1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
108	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
109	1.6 Determination of Warping Factor for Perforated Deck
110	Appendix 2: Strength at Perimeter Load Delivery Point 2.1 General 2.1.1 Scope 2.1.2 Applicability 2.2 Connection Design
111	2.3 Axial Compression Design in Panel
112	2.3.1 Combined Compressive Axial Load and Bending in Panel
113	2.4 Axial Tension Design in Panel 2.4.1 Combined Tensile Axial Load and Bending in Panel
118	Symbols and Definitions
119	COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS
124	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope
125	A1.2 Applicability A1.3 Definitions
126	A2 Materials A3 Loads A4 Referenced Documents A5 Units of Symbols and Terms
127	B SAFETY FACTORS AND RESISTANCE FACTORS B1 Safety Factors and Resistance Factors of Diaphragm With Steel Supports and No Concrete Fill B1.1 Floor, Roof, or Wall Steel Diaphragm Construction
130	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General
131	C2 Strength Design C3 Deflection Requirements
134	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
136	D1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports
137	D1.1.2 Screws Into Steel Supports D1.1.3 Power-Actuated Fasteners Into Steel Supports
138	D1.1.4 Fasteners Into Wood Supports D1.1.4.1 Safety Factors and Resistance Factors D1.1.4.2 Screw or Nail Connection Strength Through Bottom Flat and Into Support D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
139	D1.1.5 Other Connections With Fasteners Into Steel, Wood, or Concrete Support
140	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Side-Lap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns D1.2.1 Arc Spot Welds
141	D1.2.2 Fillet Welds Subject to Longitudinal Shear D1.2.3 Flare Groove Welds Subject to Longitudinal Shear D1.2.4 Top Arc Seam Side-Lap Welds Subject to Longitudinal Shear
142	D1.2.5 Side-Lap Screw Connections D1.2.6 Non-Piercing Button Punch Side-Lap Connections D1.2.7 Other Side-Lap Connections
143	D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf D1.3.1 Lap-Up Condition at Side-Lap D1.3.1.1 Lap-Up Condition With Side-Lap Fasteners Not Into Support D1.3.1.2 Lap-Up Condition With Side-Lap Fasteners Into Support
144	D1.3.2 Lap-Down Condition at Side-Lap D1.3.3 Other Support Fasteners Through Insulation D1.4 Fluted Acoustic Panel With Perforated Elements D1.5 Cellular Deck D1.5.1 Safety Factors and Resistance Factors for Cellular Deck D1.5.2 Connection Strength and Design
145	D1.6 Standing Seam Panels
146	D1.7 Double-Skinned Panels D2 Stability Limit, Snb D2.1 Fluted Panel
148	D2.2 Cellular Deck
149	D3 Shear and Uplift Interaction D3.1 Support Connections D3.1.1 Arc Spot Welds D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
150	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
151	D3.1.3 Power-Actuated Fasteners
152	D3.1.4 Nails Through Bottom Flats Into Wood Supports D3.2 Side-Lap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills D4.1 Safety Factors and Resistance Factors
153	D4.2 Structural Concrete-Filled Diaphragms D4.3 Lightweight Insulating Concrete-Filled Diaphragms
154	D4.4 Perimeter Fasteners for Concrete-Filled Diaphragms
155	D4.4.1 Steel-Headed Stud Anchors
156	D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
157	D5.1.2 Fluted Acoustic Panels With Perforated Elements
158	D5.2 Connection Flexibility D5.2.1 Welds Into Steel D5.2.1.1 Arc Spot or Arc Seam Welds D5.2.1.2 Top Arc Seam Side-Lap Welds
159	D5.2.2 Screws Into Steel
160	D5.2.3 Wood Screws or Nails Into Wood Supports D5.2.4 Power-Actuated Fasteners Into Supports D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Side-Laps D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations
161	D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
162	D6 Diaphragm Flexibility
163	E. DIAPHRAGM NOMINAL SHEAR STRENGTH [RESISTANCE] PER UNIT LENGTH AND STIFFNESS DETERMINED BY TEST E1 Strength and Stiffness of a Prototype Diaphragm System E1.1 Test Protocol E1.2 Design Using Test-Based Analytical Equations
167	E1.2.1 Test Assembly Requirements
169	E1.2.2 Test Calibration
171	E1.2.3 Laboratory Testing Reports
172	E2 Single Diaphragm System E2.1 Test System Requirements E2.1.1 Fastener and Weld Requirements
173	E2.1.2 Concrete Requirements E2.2 Test Calibration E2.3 Laboratory Testing Reports
174	E2.4 Adjustment for Design E2.4.1 Diaphragms Without Structural Concrete Fill E2.4.2 Diaphragms With Structural Concrete Fill E2.5 Test Results Interpretation
176	COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS APPENDIX 1: DETERMINATION OF FACTORS, Dn AND c 1.1 General 1.1.1 Scope 1.1.2 Applicability 1.2 Determination of Warping Factor, Dn
178	1.3 Determination of Support Factor, (c 1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
179	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
180	1.6 Determination of Warping Factor for Perforated Deck
182	APPENDIX 2: STRENGTH AT PERIMETER LOAD DELIVERY POINT
183	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s240-2015/ Sun, 20 Oct 2024 09:11:34 +0000 AISI S240-15: North American Standard for Cold-Formed Steel Structural Framing, 2015 Edition

Published By	Publication Date	Number of Pages
AISI	2015

]]> None

PDF Catalog

PDF Pages	PDF Title
3	DISCLAIMER
6	PREFACE
14	AISI COMMITTEE ON FRAMING STANDARDS
15	GENERAL PROVISIONS SUBCOMMITTEE
16	DESIGN METHODS SUBCOMMITTEE
17	LATERAL DESIGN SUBCOMMITTEE
18	STANDARD PRACTICES SUBCOMMITTEE
19	TRUSS DESIGN SUBCOMMITTEE
36	NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL FRAMING A. GENERAL A1 Scope A2 Definitions A2.1 Terms
43	A3 Material A4 Corrosion Protection
44	A5 Products A5.1 Base Steel Thickness A5.2 Minimum Flange Width A5.3 Product Designator A5.4 Manufacturing Tolerances
46	A5.5 Product Identification A5.5.1 Identification of Groups of Like Members A5.5.2 Identification of Individual Framing Members A6 Reference Documents
49	B. DESIGN B1 General B1.1 Loads and Load Combinations B1.1.1 Application of Live Load Reduction on Wall Studs B1.1.2 Application of Wind Loads on Wall Studs in the United States and Mexico B1.2 Design Basis B1.2.1 Floor Joists, Ceiling Joists and Roof Rafters
50	B1.2.2 Wall Studs
51	B1.2.3 In-Line Framing B1.2.4 Sheathing Span Capacity B1.2.5 Load Path
52	B1.2.6 Principles of Mechanics B1.3 Built-Up Section Design B1.4 Properties of Sections B1.5 Connection Design
53	B1.5.1 Screw Connections B1.5.1.1 Steel-to-Steel Screws B1.5.1.2 Sheathing Screws B1.5.1.3 Spacing and Edge Distance B1.5.1.4 Gypsum Board B1.5.2 Welded Connections B1.5.3 Bolts B1.5.4 Power-Actuated Fasteners B1.5.5 Other Connectors
54	B1.5.6 Connection to Other Materials B2 Floor and Ceiling Framing B2.1 Scope B2.2 Floor Joist Design B2.2.1 Bending B2.2.1.1 Lateral-Torsional Buckling B2.2.1.2 Distortional Buckling B2.2.2 Shear
55	B2.2.3 Web Crippling B2.2.4 Bending and Shear B2.2.5 Bending and Web Crippling B2.3 Ceiling Joist Design B2.3.1 Tension B2.3.2 Compression B2.3.2.1 Yielding, Flexural, Flexural-Torsional and Torsional Buckling B2.3.2.2 Distortional Buckling B2.3.3 Bending B2.3.3.1 Lateral-Torsional Buckling
56	B2.3.3.2 Distortional Buckling B2.3.4 Shear B2.3.5 Web Crippling B2.3.6 Axial Load and Bending B2.3.7 Bending and Shear B2.3.8 Bending and Web Crippling B2.4 Floor Truss Design
57	B2.5 Bearing Stiffeners B2.5.1 Clip Angle Bearing Stiffeners
58	B2.6 Bracing Design
59	B2.7 Floor Diaphragm Design B3 Wall Framing B3.1 Scope B3.2 Wall Stud Design B3.2.1 Available Axial Strength [Factored Resistance] B3.2.1.1 Yielding, Flexural, Flexural-Torsional and Torsional Buckling
60	B3.2.1.2 Distortional Buckling B3.2.2 Bending B3.2.2.1 Lateral-Torsional Buckling
61	B3.2.2.2 Distortional Buckling B3.2.3 Shear B3.2.4 Axial Load and Bending B3.2.5 Web Crippling B3.2.5.1 Stud-to-Track Connection for C-Section Studs
65	B3.2.5.2 Deflection Track Connection for C-Section Studs
66	B3.3 Header Design B3.3.1 Back-to-Back Headers B3.3.1.1 Bending B3.3.1.2 Shear B3.3.1.3 Web Crippling B3.3.1.4 Bending and Shear B3.3.1.5 Bending and Web Crippling
67	B3.3.2 Box Headers B3.3.2.1 Bending B3.3.2.2 Shear B3.3.2.3 Web Crippling B3.3.2.4 Bending and Shear B3.3.2.5 Bending and Web Crippling
68	B3.3.3 Double L-Headers
69	B3.3.3.1 Bending B3.3.3.1.1 Gravity Loading B3.3.3.1.2 Uplift Loading
70	B3.3.3.2 Shear B3.3.3.3 Web Crippling B3.3.3.4 Bending and Shear B3.3.3.5 Bending and Web Crippling B3.3.4 Single L-Headers B3.3.4.1 Bending B3.3.4.1.1 Gravity Loading
71	B3.3.4.1.2 Uplift Loading B3.3.4.2 Shear B3.3.4.3 Web Crippling B3.3.4.4 Bending and Shear B3.3.4.5 Bending and Web Crippling B3.3.5 Inverted L-Header Assemblies
72	B3.4 Bracing B3.4.1 Intermediate Brace Design B3.5 Serviceability B4 Roof Framing B4.1 Scope B4.2 Roof Rafter Design B4.2.1 Tension B4.2.2 Compression B4.2.2.1 Yielding, Flexural, Flexural-Torsional and Torsional Buckling B4.2.2.2 Distortional Buckling
73	B4.2.3 Bending B4.2.3.1 Lateral-Torsional Buckling B4.2.3.2 Distortional Buckling B4.2.4 Shear B4.2.5 Web Crippling B4.2.6 Axial Load and Bending
74	B4.2.7 Bending and Shear B4.2.8 Bending and Web Crippling B4.3 Roof Truss Design B4.4 Bearing Stiffeners B4.5 Bracing Design
75	B4.6 Roof Diaphragm Design B5 Lateral Force-Resisting Systems B5.1 Scope B5.2 Shear Wall Design B5.2.1 General B5.2.1.1 Type I Shear Walls
76	B5.2.1.2 Type II Shear Walls B5.2.2 Nominal Strength [Resistance] B5.2.2.1 Type I Shear Walls B5.2.2.2 Type II Shear Walls
77	B5.2.2.3 Nominal Strength [Resistance] per Unit Length B5.2.2.3.1 General Requirements
78	B5.2.2.3.2 Steel Sheet Sheathing B5.2.2.3.2.1 Effective Strip Method
79	B5.2.2.3.3 Wood Structural Panel Sheathing
80	B5.2.2.3.4 Gypsum Board Panel Sheathing B5.2.2.3.5 Fiberboard Panel Sheathing B5.2.2.3.6 Combined Systems
85	B5.2.3 Available Strength [Factored Resistance] B5.2.4 Collectors and Anchorage B5.2.4.1 Collectors and Anchorage for In-Plane Shear B5.2.4.1.1 Type I Shear Walls B5.2.4.1.2 Type II Shear Walls B5.2.4.2 Uplift Anchorage at Wall Ends
86	B5.2.4.2.1 General B5.2.4.2.2 Type I Shear Walls B5.2.4.2.3 Type II Shear Walls B5.2.4.3 Uplift Anchorage Between Type II Shear Wall Ends B5.2.5 Design Deflection
88	B5.3 Strap Braced Wall Design B5.3.1 General B5.3.2 Nominal Strength [Resistance] B5.3.3 Available Strength [Factored Resistance] B5.3.4 Collectors and Anchorage B5.3.4.1 Collectors and Anchorage for In-Plane Shear B5.3.4.2 Uplift Anchorage at Wall Ends
89	B5.3.5 Design Deflection B5.4 Diaphragm Design B5.4.1 General
90	B5.4.2 Nominal Strength B5.4.3 Available Strength B5.4.4 Design Deflection
91	B5.4.4.1 Blocked Diaphragms B5.4.4.2 Unblocked Diaphragms
92	B5.4.5 Beam Diaphragm Tests for Non-Steel Sheathed Assemblies
93	C. INSTALLATION C1 General C2 Material Condition C2.1 Web Holes C2.2 Cutting and Patching C2.3 Splicing C3 Structural Framing C3.1 Foundation
94	C3.2 Ground Contact C3.3 Floors C3.3.1 Plumbness and Levelness C3.3.2 Alignment C3.3.3 Bearing Width C3.3.4 Web Separation C3.4 Walls C3.4.1 Straightness, Plumbness and Levelness C3.4.2 Alignment C3.4.3 Stud-to-Track Connection
95	C3.4.4 Back-to-Back and Box Headers C3.4.5 Double and Single L-Headers C3.4.6 Inverted L-Header Assemblies
97	C3.5 Roofs and Ceilings C3.5.1 Plumbness and Levelness C3.5.2 Alignment C3.5.3 End Bearing C3.6 Lateral Force-Resisting Systems C3.6.1 Shear Walls C3.6.2 Strap Braced Walls C3.6.3 Diaphragms C4 Connections
98	C4.1 Screw Connections C4.1.1 Steel-to-Steel Screws C4.1.2 Installation C4.1.3 Stripped Screws C4.2 Welded Connections C5 Miscellaneous C5.1 Utilities C5.1.1 Holes C5.1.2 Plumbing C5.1.3 Electrical
99	C5.2 Insulation C5.2.1 Mineral Fiber Insulation C5.2.2 Other Insulation
100	D. QUALITY CONTROL AND QUALITY ASSURANCE D1 General D1.1 Scope and Limits of Applicability D1.2 Responsibilities D2 Quality Control Programs
101	D3 Quality Control Documents D3.1 Documents to be Submitted D3.1.1 Additional Requirements for Lateral Force-Resisting Systems D3.1.1.1 Component Assemblies D3.1.1.2 Other Than Component Assemblies D3.1.1.3 Exceptions to Sections D3.1.1.1 and D3.1.1.2 D3.2 Available Documents
102	D4 Quality Assurance Agency Documents D5 Inspection Personnel D5.1 Quality Control Inspector
103	D5.2 Quality Assurance Inspector D6 Inspection Tasks D6.1 General D6.2 Quality Control Inspection Tasks D6.3 Quality Assurance Inspection Tasks
104	D6.4 Coordinated Inspection D6.5 Material Verification
105	D6.6 Inspection of Welding
106	D6.7 Inspection of Mechanical Fastening
107	D6.8 Inspection of Cold-Formed Steel Light-Frame Construction D6.9 Additional Requirements for Lateral Force-Resisting Systems
108	D6.9.1 Fit-Up of Welds
109	D7 Nonconforming Material and Workmanship D7.1 Additional Inspections D7.2 Rejection of Material
110	E. TRUSSES E1 General E1.1 Scope and Limits of Applicability E2 Truss Responsibilities E3 Loading E4 Truss Design E4.1 Materials E4.2 Corrosion Protection E4.3 Analysis E4.4 Member Design E4.4.1 Properties of Sections
111	E4.4.2 Compression Chord Members
114	E4.4.3 Tension Chord Members E4.4.4 Compression Web Members E4.4.5 Tension Web Members
115	E4.4.6 Eccentricity in Joints E4.5 Gusset Plate Design
116	E4.6 Connection Design E4.6.1 Fastening Methods E4.6.2 Coped Connections for C-Shaped Sections
117	E4.7 Serviceability E5 Quality Criteria for Steel Trusses E5.1 Manufacturing Quality Criteria E5.2 Member Identification E5.3 Assembly
118	E6 Truss Installation E6.1 Installation Tolerances E6.1.1 Straightness E6.1.2 Plumbness E6.1.3 Top Chord Bearing Trusses E7 Test-Based Design
120	F. TESTING F1 General F2 Truss Components and Assemblies
121	APPENDIX 1, CONTINUOUSLY BRACED DESIGN FOR DISTORTIONAL BUCKLING RESISTANCE
124	APPENDIX 2, TEST METHODS FOR TRUSS COMPONENTS AND ASSEMBLIES 2.1 Component Structural Performance Load Test 2.1.1 Flexural Test 2.1.1.1 Number of Test Specimens 2.1.1.2 Materials 2.1.1.3 Test Apparatus 2.1.1.4 Load and Deflection Measuring Devices 2.1.1.5 Loading Procedures 2.1.1.6 Interpretation of Test Results 2.1.1.7 Report
125	2.1.2 Compression Test 2.2 Full-Scale Confirmatory Load Test 2.2.1 Test Specimen 2.2.2 Number of Test Specimens 2.2.3 Materials 2.2.4 Fabrication 2.2.5 Test Apparatus
126	2.2.6 Load and Deflection Measuring Devices 2.2.7 Loading Procedures 2.2.7.1 Tests to Confirm Deflection 2.2.7.2 Tests to Confirm Available Strength [Factored Resistance] Assumptions
127	2.2.8 Interpretation of Test Results 2.2.9 Report 2.3 Full-Scale Structural Performance Load Test 2.3.1 Test Specimen 2.3.2 Number of Test Specimens 2.3.3 Materials 2.3.4 Fabrication 2.3.5 Test Apparatus
128	2.3.6 Load and Deflection Measuring Devices 2.3.7 Loading Procedures 2.3.8 Interpretation of Test Results
129	2.3.9 Report
131	DISCLAIMER
132	PREFACE
138	COMMENTARY ON THENORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL FRAMING A. GENERAL A1 Scope
139	A2 Definitions A2.1 Terms
141	A3 Material A4 Corrosion Protection
142	A5 Products
143	A5.2 Minimum Flange Width
144	B DESIGN B1 General B1.1 Loads and Load Combinations B1.1.1 Live Load Reduction on Wall Studs B1.1.2 Wind Loading Considerations in the United States and Mexico
145	B1.2 Design Basis B1.2.1 Floor Joists, Ceiling Joists and Roof Rafters B1.2.2 Wall Studs
146	B1.2.3 In-Line Framing
147	B1.2.5.2 Principles of Mechanics B1.3 Built-Up Sections
148	B1.5 Connection Design B1.5.1 Screw Connections B1.5.1.1 Steel-to-Steel Screws
149	B1.5.1.3 Spacing and Edge Distance B1.5.1.4 Gypsum Board
150	B1.5.2 Welded Connections B1.5.3 Bolts B1.5.4 Power-Actuated Fasteners B1.5.5 Other Connectors B2 Floor and Ceiling Framing B2.5 Bearing Stiffeners B2.6 Bracing Design B3 Wall Framing B3.2 Wall Stud Design B3.2.1 Axial Load
153	B3.2.5 Web Crippling B3.2.5.1 Stud-to-Track Connection for C-Section Studs
155	B3.2.5.2 Deflection Track Connection for C-Section Studs
156	B3.3 Header Design B3.3.1 Back-to-Back Headers B3.3.2 Box Headers
157	B3.3.3 Double L-Headers
158	B3.3.3.1.1 Gravity Loading B3.3.3.1.2 Uplift Loading B3.3.4 Single L-Headers
159	B3.3.5 Inverted L-Header Assemblies
160	B3.4 Bracing B3.4.1 Intermediate Brace Design B3.5 Serviceability B4 Roofing Framing B4.5 Bracing Design B5 Lateral Force-Resisting Systems B5.2 Shear Wall Design
161	B5.2.1 General
162	B5.2.2 Nominal Strength [Resistance] B5.2.2.1 Type I Shear Walls
165	B5.2.2.2 Type II Shear Walls
166	B5.2.3 Available Strength [Factored Resistance] B5.2.5 Design Deflection
167	B5.3 Strap Braced Wall Design
168	B5.4 Diaphragm Design B5.4.1 General B5.4.2 Nominal Strength
169	B5.4.4 Design Deflection B5.4.5 Beam Diaphragm Tests for Non-Steel Sheathed Assemblies
171	C. INSTALLATION C2 Material Condition C2.1 Web Holes C2.2 Cutting and Patching C2.3 Splicing C3 Structural Framing C3.1 Foundation C3.2 Ground Contact
172	C3.3 Floors C3.4 Walls C3.4.1 Straightness, Plumbness and Levelness C3.4.3 Stud-to-Track Connection
173	C3.5 Roofs and Ceilings C3.6 Lateral Force-Resisting Systems
174	C4 Connections C4.1 Screw Connections C4.1.2 Installation C4.1.3 Stripped Screws C4.2 Welded Connections C5 Miscellaneous C5.1 Utilities C5.1.1 Holes
175	C5.1.2 Plumbing C5.1.3 Electrical C5.2 Insulation
176	D. QUALITY CONTROL AND QUALITY ASSURANCE D1 General D1.1 Scope and Limits of Applicability
177	D1.2 Responsibilities D2 Quality Control Programs
178	D3 Quality Control Documents D3.1 Documents to be Submitted D3.2 Available Documents
179	D5 Inspection Personnel D5.1 Quality Control Inspector D5.2 Quality Assurance Inspector D6 Inspection Tasks D6.1 General D6.2 Quality Control Inspection Tasks
180	D6.3 Quality Assurance Inspection Tasks D6.4 Coordinated Inspection D6.5 Material Verification D6.6 Inspection of Welding D6.7 Inspection of Mechanical Fastening D6.8 Inspection of Cold-Formed Steel Light-Frame Construction D6.9 Additional Requirements for Lateral Force-Resisting Systems
182	E. TRUSSES E1 General E1.1 Scope and Limits of Applicability E2 Truss Responsibilities E3 Loading E4 Truss Design E4.3 Analysis E4.4 Member Design E4.4.1 Properties of Sections
183	E4.4.2 Compression Chord Members
184	E4.4.3 Tension Chord Members E4.4.4 Compression Web Members
185	E4.4.5 Tension Web Members E4.4.6 Eccentricity in Joints
186	E4.5 Gusset Plate Design
188	E4.6 Connection Design E4.6.1 Fastening Methods
189	E4.6.2 Coped Connections for C-Shaped Sections
190	E4.7 Serviceability E5 Quality Criteria for Steel Trusses
191	E6 Truss Installation E6.1.1 Straightness E6.1.2 Plumbness E7 Test-Based Design
192	F. TESTING F1 General F2 Truss Components and Assemblies
193	APPENDIX 1, CONTINUOUSLY BRACED DESIGN FOR DISTORTIONAL BUCKLING RESISTANCE
194	APPENDIX 2, TEST METHODS FOR TRUSS COMPONENTS AND ASSEMBLIES 2.1 Component Structural Performance Load Test 2.2 Full-Scale Confirmatory Load Test
195	2.3 Full-Scale Structural Performance Load Test
196	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s230-2019/ Sun, 20 Oct 2024 09:11:33 +0000 AISI S230-19: Standard for Cold-Formed Steel Framing

Published By	Publication Date	Number of Pages
AISI	2019	278

]]> None

PDF Catalog

PDF Pages	PDF Title
3	AISI S230-19 DISCLAIMER
4	PREFACE
20	STANDARD FOR COLD-FORMED STEEL FRAMING —PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS A. GENERAL A1 Scope A1.1 Limits of Applicability A1.2 Limitations in High Seismic Areas and High Wind Areas
21	A1.2.1 Irregular Buildings in High Seismic Areas and High Wind Areas A2 Definitions
23	A3 Referenced Documents
24	A4 Limitations of Framing Members A4.1 General A4.2 Sheathing Span Capacity A4.2.1 Floor Framing A4.2.2 Wall Framing A4.2.3 Roof and Ceiling Framing A4.3 Physical Dimensions
25	A4.4 Material Properties A4.4.1 Material Properties in High Wind Areas and High Seismic Areas A4.5 Web Holes A4.6 Hole Reinforcing A4.7 Hole Patching
33	B. CONNECTIONS B1 Fastening Requirements B2 Bearing Stiffeners B3 Clip Angles
34	B4 Anchor Bolts
37	C. FOUNDATION C1 General
38	D. FLOOR FRAMING D1 Floor Construction D2 Floor to Foundation or Structural Wall Connection D3 Minimum Floor Joist Sizes D3.1 Floor Cantilevers D4 Bearing Stiffeners D5 Joist Bracing and Blocking D5.1 Joist Top Flange Bracing
39	D5.2 Joist Bottom Flange Bracing/Blocking D5.3 Blocking at Interior Bearing Supports D5.4 Blocking at Cantilevers D6 Splicing D7 Framing of Floor Openings
40	D8 Floor Trusses D9 Diaphragms D9.1 Floor Diaphragms in High Seismic Areas and High Wind Areas
56	E. WALL FRAMING E1 Wall Construction E2 Wall to Foundation or Floor Connection E2.1 Uplift Connection in High Wind Areas – Wall Assembly to Foundation or Floor Assembly E3 Minimum Stud Sizes
57	E4 Stud Bracing E5 Splicing E6 Corner Framing E7 Headers
58	E7.1 Box-Beam Headers E7.2 Back-to-Back Headers E7.3 L-Headers
59	E7.3.1 Double L-Headers E7.3.2 Single L-Headers E7.3.3 Inverted L-Header Assemblies E7.4 Jack and King Studs E7.5 Head and Sill Track E8 Wall Bracing
60	E8.1 Braced Wall Lines E8.1.1 Braced Wall Line Spacing E8.1.2 Offsets in Braced Wall Lines E8.1.3 Braced Wall Line Connections to Floor and Roof Assemblies E8.2 Bracing Amount
61	E8.2.1 Minimum Required Bracing Amount for Braced Wall Lines E8.2.2 Bracing Amount Adjustments E8.2.2.1 Adjustment Factors for Wind Bracing Amounts E8.2.2.2 Adjustment Factor for Hold-Down Brackets E8.2.2.3 Adjustments for Bracing Methods E8.3 Braced Wall Panels
62	E8.3.1 Minimum Length of a Braced Wall Panel E8.3.2 Braced Wall Panel Location Requirements E8.4 Bracing Methods E8.4.1 Continuous Structural Sheathing Bracing Methods
63	E8.4.1.1 Method A – Continuous Wood Structural Panel Sheathing E8.4.1.2 Method B – Continuous Steel Sheet Sheathing E8.4.1.3 Method C – Continuous Structural Fiberboard Sheathing
64	E8.4.1.4 Method D – Continuous Gypsum Board Sheathing (Two Sides) E8.4.2 Other Approved Bracing Methods E9 Exterior Wall Covering E10 Reserved E11 Braced Walls in High Wind Areas and High Seismic Areas E11.1 General
65	E11.2 Braced Wall Lines E11.3 Type I (Solid Sheathed) Braced Wall Panels E11.4 Type II (Perforated) Braced Wall Lines
66	E11.5 Braced Wall Anchorage and Chord Stud Requirements E11.6 Attachment of Braced Walls to Foundations and Floor and Roof Diaphragms E12 Braced Wall Design in High Seismic Areas
67	E12.1 Length of Type I Braced Wall Panels E12.2 Braced Wall Anchorage and Chord Stud Requirements E12.3 Wall Top Track E13 Braced Wall Design in High Wind Areas E13.1 General
68	E13.2 Length of Braced Walls E13.3 Connections of Walls in High Wind Areas E13.3.1 General E13.3.2 Uplift Connection – Wall Assembly to Wall Assembly E13.3.3 Header Uplift Connections E13.3.3.1 Single Story or Top of a Two- or Three-Story Building
69	E13.3.3.2 Middle and Bottom Stories of a Two- or Three-Story Building E13.3.4 Wall Bottom Track to Foundation E13.4 Braced Wall Anchorage and Chord Stud Requirements
188	F. ROOF FRAMING F1 Roof Construction F2 Ceiling Joists F2.1 Minimum Ceiling Joist Size F2.2 Ceiling Joist Bearing Stiffeners F2.3 Ceiling Joist Bottom Flange Bracing F2.4 Ceiling Joist Top Flange Bracing
189	F2.5 Ceiling Joist Splicing F3 Roof Rafters F3.1 Minimum Roof Rafter Sizes F3.1.1 Eave Overhang F3.1.2 Rake Overhang F3.2 Roof Rafter Support Brace
190	F3.3 Roof Rafter Splice F3.4 Roof Rafter to Ceiling Joist and Ridge Member Connection F3.5 Roof Rafter Bottom Flange Bracing F4 Hip Framing
191	F4.1 Jack Rafters F4.2 Hip Members F4.3 Hip Support Columns F4.4 Hip Framing Connections F5 Framing of Openings in Roofs and Ceilings
192	F6 Roof Trusses F7 Ceiling and Roof Diaphragms F7.1 Roof Diaphragms in High Seismic Areas
193	F7.2 Roof Diaphragms in High Wind Areas F8 Roof Framing Connections in High Wind Areas F8.1 General F8.2 Uplift Connection – Roof Rafter or Truss to Wall F8.3 Ridge Strap Connection
228	DISCLAIMER
229	PREFACE
235	COMMENTARYON THE STANDARD FOR COLD-FORMED STEEL FRAMING—PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS A. GENERAL A1 Scope A1.1 Limits of Applicability
236	A1.2 Limitations in High Seismic and High Wind Areas A1.2.1 Irregular Buildings in High Seismic and High Wind Areas A2 Definitions
237	A3 Referenced Documents A4 Limitations of Framing Members A4.1 General A4.2 Sheathing Span Capacity
238	A4.4 Material Properties
239	A4.4.1 Material Properties in High Wind and High Seismic Areas A4.5 Web Holes A4.6 Hole Reinforcing A4.7 Hole Patching
240	B. CONNECTIONS B1 Fastening Requirements B2 Bearing Stiffeners B3 Clip Angles B4 Anchor Bolts
241	D. FLOOR FRAMING D1 Floor Construction D2 Floor to Foundation or Structural Wall Connection D3 Minimum Floor Joist Sizes
242	D3.1 Floor Cantilevers D4 Bearing Stiffeners D5 Joist Bracing and Blocking D5.1 Joist Top Flange Bracing D5.2 Joist Bottom Flange Bracing/Blocking D5.3 Blocking at Interior Bearing Supports D5.4 Blocking at Cantilevers
243	D6 Splicing D7 Framing of Floor Openings D8 Floor Trusses D9 Diaphragms D9.1 Floor Diaphragms in High Seismic and High Wind Areas
245	E. WALL FRAMING E2 Wall to Foundation or Floor Connection E3 Minimum Stud Sizes
246	E4 Stud Bracing
247	E5 Splicing E6 Corner Framing E7 Headers E7.1 Box Headers
248	E7.2 Back-to-Back Headers E7.3 L-Headers E7.3.1 Double L-Headers E7.3.2 Single L-Headers
249	E7.3.3 Inverted L-Headers E7.4 Jack and King Studs E7.5 Head and Sill Track E8 Wall Bracing
250	E8.1 Braced Wall Lines E8.1.1 Braced Wall Line Spacing E8.1.2 Offsets in Braced Wall Lines E8.2 Bracing Amount E8.2.1 Minimum Required Bracing Amount for Braced Wall Lines E8.2.2 Bracing Amount Adjustments
251	E8.3 Braced Wall Panels E8.3.1 Minimum Length of a Braced Wall Panel E8.3.2 Braced Wall Panel Location Requirements E8.4 Bracing Methods
252	E8.4.1 Continuous Structural Sheathing Bracing Methods
253	E8.4.1.1 Method A – Continuous Wood Structural Panel Sheathing E8.4.1.2 Method B – Continuous Steel Sheet Sheathing E8.4.1.3 Method C – Continuous Structural Fiberboard Sheathing E8.4.1.4 Method D – Continuous Gypsum Board Sheathing (Two Sides) E8.4.2 Other Approved Bracing Methods E9 Exterior Wall Covering E11 Braced Walls in High Wind Areas and High Seismic Areas E11.1 General
256	E11.2 Braced Wall Lines E11.3 Type I (Solid Sheathed) Braced Wall Panels E11.4 Type II (Perforated) Braced Wall Lines E12 Braced Wall Design in High Seismic Areas E12.2 Braced Wall Anchorage and Chord Stud Requirements E13 Braced Wall Design in High Wind Areas E13.3 Connections of Walls in High Wind Areas E13.3.2 Uplift Connection – Wall Assembly to Wall Assembly E13.3.3 Header Uplift Connections
258	F. ROOF FRAMING F1 Roof Construction F2 Ceiling Joists F2.1 Minimum Ceiling Joist Size F2.2 Ceiling Joist Bearing Stiffeners F2.3 Ceiling Joist Bottom Flange Bracing F2.4 Ceiling Joist Top Flange Bracing F2.5 Ceiling Joist Splicing
259	F3 Roof Rafters F3.1 Minimum Roof Rafter Sizes F3.1.1 Eave Overhang F3.1.2 Rake Overhang F3.2 Roof Rafter Support Brace F3.3 Roof Rafter Splice F3.5 Roof Rafter Bottom Flange Bracing
260	F4 Hip Framing F5 Framing of Openings in Roofs and Ceilings F6 Roof Trusses F7 Ceiling and Roof Diaphragms F8 Roof Framing Connections in High Wind Areas F8.3 Ridge Strap Connection
261	APPENDIX A FLOW CHARTS
268	Wall Framing
272	Roof Framing – Ceiling Joists
274	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s230-2015/ Sun, 20 Oct 2024 09:11:31 +0000 AISI S230-15: Standard for Cold-Formed Steel Framing

Published By	Publication Date	Number of Pages
AISI	2015	243

]]> None

PDF Catalog

PDF Pages	PDF Title
20	STANDARD FOR COLD-FORMED STEEL FRAMING —PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS A. GENERAL A1 Scope A1.1 Limits of Applicability A1.2 Limitations in High Seismic Areas and High Wind Areas
21	A1.2.1 Irregular Buildings in High Seismic Areas and High Wind Areas A2 Definitions
23	A3 Referenced Documents
24	A4 Limitations of Framing Members A4.1 General A4.2 Sheathing Span Capacity A4.2.1 Floor Framing A4.2.2 Wall Framing A4.2.3 Roof and Ceiling Framing A4.3 Physical Dimensions A4.4 Material Properties A4.4.1 Material Properties in High Wind Areas and High Seismic Areas A4.5 Web Holes A4.6 Hole Reinforcing
25	A4.7 Hole Patching
32	B. CONNECTIONS B1 Fastening Requirements B2 Bearing Stiffeners B3 Clip Angles
33	B4 Anchor Bolts
36	C. FOUNDATION C1 General
37	D. FLOOR FRAMING D1 Floor Construction D2 Floor to Foundation or Structural Wall Connection D3 Minimum Floor Joist Sizes D3.1 Floor Cantilevers D4 Bearing Stiffeners D5 Joist Bracing and Blocking D5.1 Joist Top Flange Bracing
38	D5.2 Joist Bottom Flange Bracing/Blocking D5.3 Blocking at Interior Bearing Supports D5.4 Blocking at Cantilevers D6 Splicing D7 Framing of Floor Openings
39	D8 Floor Trusses D9 Diaphragms D9.1 Floor Diaphragms in High Seismic Areas and High Wind Areas
55	E. WALL FRAMING E1 Wall Construction E2 Wall to Foundation or Floor Connection E2.1 Uplift Connection In High Wind Areas – Wall Assembly to Foundation or Floor Assembly E3 Minimum Stud Sizes
56	E4 Stud Bracing E5 Splicing E6 Corner Framing E7 Headers E7.1 Box-Beam Headers
57	E7.2 Back-to-Back Headers E7.3 L-Headers E7.3.1 Double L-Headers
58	E7.3.2 Single L-Headers E7.3.3 Inverted L-Header Assemblies E7.4 Jack and King Studs E7.5 Head and Sill Track E8 Wall Bracing E8.1 Strap Bracing (X-Brace)
59	E8.2 Structural Sheathing E8.2.1 Sheathing Materials E8.2.2 Determination of Minimum Length of Full-Height Sheathing E8.2.3 Structural Sheathing Fastening
60	E8.2.4 Uplift Connection Requirements E9 Exterior Wall Covering E10 Reserved E11 Braced Walls in High Wind Areas and High Seismic Areas E11.1 General E11.2 Braced Wall Lines
61	E11.3 Type I (Solid Sheathed) Braced Wall Panels E11.4 Type II (Perforated) Braced Wall Lines
62	E11.5 Braced Wall Anchorage and Chord Stud Requirements E11.6 Attachment of Braced Walls to Foundations and Floor and Roof Diaphragms E12 Braced Wall Design in High Seismic Areas E12.1 Length of Type I Braced Wall Panels
63	E12.2 Braced Wall Anchorage and Chord Stud Requirements E12.3 Wall Top Track E13 Braced Wall Design in High Wind Areas E13.1 General E13.2 Length of Braced Walls
64	E13.3 Connections of Walls in High Wind Areas E13.3.1 General E13.3.2 Uplift Connection – Wall Assembly to Wall Assembly E13.3.3 Header Uplift Connections E13.3.3.1 Single Story or Top of a Two- or Three-Story Building
65	E13.3.3.2 Middle and Bottom Stories of a Two- or Three-Story Building E13.3.4 Wall Bottom Track to Foundation E13.4 Braced Wall Anchorage and Chord Stud Requirements
174	F. ROOF FRAMING F1 Roof Construction F2 Ceiling Joists F2.1 Minimum Ceiling Joist Size F2.2 Ceiling Joist Bearing Stiffeners F2.3 Ceiling Joist Bottom Flange Bracing F2.4 Ceiling Joist Top Flange Bracing
175	F2.5 Ceiling Joist Splicing F3 Roof Rafters F3.1 Minimum Roof Rafter Sizes F3.1.1 Eave Overhang F3.1.2 Rake Overhang F3.2 Roof Rafter Support Brace
176	F3.3 Roof Rafter Splice F3.4 Roof Rafter to Ceiling Joist and Ridge Member Connection F3.5 Roof Rafter Bottom Flange Bracing F4 Hip Framing
177	F4.1 Jack Rafters F4.2 Hip Members F4.3 Hip Support Columns F4.4 Hip Framing Connections F5 Framing of Openings in Roofs and Ceilings
178	F6 Roof Trusses F7 Ceiling and Roof Diaphragms F7.1 Roof Diaphragms in High Seismic Areas
179	F7.2 Roof Diaphragms in High Wind Areas F8 Roof Framing Connections in High Wind Areas F8.1 General F8.2 Uplift Connection – Roof Rafter or Truss to Wall F8.3 Ridge Strap Connection
217	AISI S230-15 COMMENTARYON THE STANDARD FOR COLD-FORMED STEEL FRAMING—PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS A. GENERAL A1 Scope A1.1 Limits of Applicability
218	A1.2 Limitations in High Seismic and High Wind Areas A1.2.1 Irregular Buildings in High Seismic and High Wind Areas A2 Definitions A3 Referenced Documents
219	A4 Limitations of Framing Members A4.1 General A4.2 Sheathing Span Capacity A4.3 Physical Dimensions
220	A4.4 Material Properties A4.4.1 Material Properties in High Wind and High Seismic Areas
221	A4.5 Web Holes A4.6 Hole Reinforcing A4.7 Hole Patching
222	B. CONNECTIONS B1 Fastening Requirements B2 Bearing Stiffeners B3 Clip Angles B4 Anchor Bolts
223	D. FLOOR FRAMING D1 Floor Construction D2 Floor to Foundation or Structural Wall Connection D3 Minimum Floor Joist Sizes
224	D3.1 Floor Cantilevers D4 Bearing Stiffeners D5 Joist Bracing and Blocking D5.1 Joist Top Flange Bracing D5.2 Joist Bottom Flange Bracing/Blocking D5.3 Blocking at Interior Bearing Supports D5.4 Blocking at Cantilevers
225	D6 Splicing D7 Framing of Floor Openings D8 Floor Trusses D9 Diaphragms D9.1 Floor Diaphragms in High Seismic and High Wind Areas
227	E. WALL FRAMING E2 Wall to Foundation or Floor Connection E3 Minimum Stud Sizes
228	E4 Stud Bracing E5 Splicing
229	E6 Corner Framing E7 Headers E7.1 Box Headers E7.2 Back-to-Back Headers
230	E7.3 L-Headers E7.3.1 Double L-Headers E7.3.2 Single L-Headers E7.3.3 Inverted L-Headers
231	E7.4 Jack and King Studs E7.5 Head and Sill Track E8 Wall Bracing E8.1 Strap Bracing (X-brace)
232	E8.2 Structural Sheathing
233	E9 Exterior Wall Covering E11 Braced Walls in High Wind Areas and High Seismic Areas E11.1 General
235	E11.2 Braced Wall Lines E11.3 Type I (Solid Sheathed) Braced Wall Panels E11.4 Type II (Perforated) Braced Wall Lines E12 Braced Wall Design in High Seismic Areas E12.2 Braced Wall Anchorage and Chord Stud Requirements
236	E13 Braced Wall Design in High Wind Areas E13.3 Connections of Walls in High Wind Areas E13.3.2 Uplift Connection – Wall Assembly to Wall Assembly E13.3.3 Header Uplift Connections
237	F. ROOF FRAMING F1 Roof Construction F2 Ceiling Joists F2.1 Minimum Ceiling Joist Size F2.2 Ceiling Joist Bearing Stiffeners F2.3 Ceiling Joist Bottom Flange Bracing F2.4 Ceiling Joist Top Flange Bracing F2.5 Ceiling Joist Splicing
238	F3 Roof Rafters F3.1 Minimum Roof Rafter Sizes F3.1.1 Eave Overhang F3.1.2 Rake Overhang F3.2 Roof Rafter Support Brace F3.3 Roof Rafter Splice F3.5 Roof Rafter Bottom Flange Bracing
239	F4 Hip Framing F5 Framing of Openings in Roofs and Ceilings F6 Roof Trusses F7 Ceiling and Roof Diaphragms
240	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s220-2015/ Sun, 20 Oct 2024 09:11:31 +0000 AISI S220-15: North American Standard for Cold-Formed Steel Nonstructural Framing, 2015 Edition

Published By	Publication Date	Number of Pages
AISI	2015

]]> None

PDF Catalog

PDF Pages	PDF Title
3	NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING —NONSTRUCTURAL MEMBERS DISCLAIMER
4	PREFACE
6	AISI COMMITTEE ON FRAMING STANDARDS
7	GENERAL PROVISIONS SUBCOMMITTEE
8	TABLE OF CONTENTSNORTH AMERICAN STANDARD FORCOLD-FORMED STEEL FRAMING — NONSTRUCTURAL MEMBERS
10	NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING —NONSTRUCTURAL MEMBERS A. GENERAL A1 Scope A2 Definitions
11	A3 Loads and Load Combinations A4 Material A5 Corrosion Protection
12	A6 Products A6.1 Base Steel Thickness A6.2 Minimum Flange Width A6.3 Product Designator A6.4 Manufacturing Tolerances
15	A6.5 Product Identification A6.5.1 Identification of Groups of Like Members A6.5.2 Identification of Individual Framing Members A6.6 Performance Requirements A7 Referenced Documents
17	B. DESIGN B1 Member Design B2 Member Condition B2.1 Web Holes
18	B2.2 Cutting and Patching B3 Connection Design B4 Bracing B5 Serviceability
19	C. INSTALLATION
20	D. CONNECTIONS D1 Screw Connections D1.1 Steel-to-Steel Screws D1.2 Installation D1.3 Stripped Screws D1.4 Spacing and Edge Distance D1.5 Gypsum Board D2 Other Connections D2.1 Other Connectors D2.2 Connection to Other Materials
21	E. MISCELLANEOUS E1 Utilities E1.1 Holes E1.2 Plumbing E1.3 Electrical E2 Insulation E2.1 Mineral Fiber Insulation E2.2 Other Insulation
22	F. TESTING F1 Composite Assemblies F2 Bridging Connectors F3 Screw Penetration
23	APPENDIX 1, SCREW PENETRATION TEST 1.1 Test Requirements 1.2 Test Apparatus 1.3 Test Specimens 1.4 Test Procedure
24	1.5 Number of Tests and Retests 1.6 Report
27	DISCLAIMER
28	PREFACE
32	COMMENTARY ON THENORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING —NONSTRUCTURAL MEMBERS A. GENERAL A1 Scope A3 Loads and Load Combinations A6 Products
33	A6.4 Products
34	B. DESIGN B1 Member Design B5 Serviceability
35	C. INSTALLATION
36	D. CONNECTIONS D1 Screw Connections
37	F. TESTING F1 Composite Assemblies F2 Bridging Connectors F3 Screw Penetration
38	REFERENCES

]]> ?u=/product/publishers/aisi/aisi-s202-2015/ Sun, 20 Oct 2024 09:11:30 +0000 AISI S202-15: Code of Standard Practice for Cold-Formed Steel Structural Framing, 2015 Edition

Published By	Publication Date	Number of Pages
AISI	2015

]]> None

]]>