AISI S400 2015 wS1 2016

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AISI S400-15 wS1-16: North American Standard for Seismic Design of Cold-Formed Steel Structural Systems, 2015 Edition with Supplement 1

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AISI	2015

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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

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Standard Title	AISI S400-15 wS1-16: North American Standard for Seismic Design of Cold-Formed Steel Structural Systems, 2015 Edition with Supplement 1
Published Code	AISI
Publication Date	2015

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