{"id":450534,"date":"2024-10-20T09:11:39","date_gmt":"2024-10-20T09:11:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisi-s400-2015-ws1-2016\/"},"modified":"2024-10-26T17:09:06","modified_gmt":"2024-10-26T17:09:06","slug":"aisi-s400-2015-ws1-2016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisi\/aisi-s400-2015-ws1-2016\/","title":{"rendered":"AISI S400 2015 wS1 2016"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nNORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMSWITH SUPPLEMENT 1 <\/td>\n<\/tr>\n
3<\/td>\nDISCLAIMER <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nCOMMITTEES THAT APPROVE AISI S400-15 (2015) <\/td>\n<\/tr>\n
7<\/td>\nLATERAL DESIGN SUBCOMMITTEE (2015) <\/td>\n<\/tr>\n
8<\/td>\nCOMMITTEES THAT APPROVE SUPPLEMENT 1 TO AISI S400-15 (2016) <\/td>\n<\/tr>\n
9<\/td>\nLATERAL DESIGN SUBCOMMITTEE (2016) <\/td>\n<\/tr>\n
22<\/td>\nNORTH 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 <\/td>\n<\/tr>\n
23<\/td>\nA2 Definitions
A2.1 Terms <\/td>\n<\/tr>\n
28<\/td>\nA3 Materials
A3.1 Material Specifications <\/td>\n<\/tr>\n
29<\/td>\nA3.2 Expected Material Properties
A3.2.1 Material Expected Yield Stress [Probable Yield Stress]
A3.2.2 Material Expected Tensile Strength [Probable Tensile Strength] <\/td>\n<\/tr>\n
30<\/td>\nA3.2.3 Material Modified Expected Yield Stress [Modified Probable Yield Stress]
A3.3 Consumables for Welding
A4 Structural Design Drawings and Specifications <\/td>\n<\/tr>\n
31<\/td>\nA5 Reference Documents <\/td>\n<\/tr>\n
33<\/td>\nB. 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 <\/td>\n<\/tr>\n
34<\/td>\nB3 Design Basis
B3.1 Nominal Strength [Resistance]
B3.2 Available Strength [Factored Resistance]
B3.3 Expected Strength [Probable Resistance] <\/td>\n<\/tr>\n
35<\/td>\nB3.4 Required Strength [Effects of Factored Loads] <\/td>\n<\/tr>\n
36<\/td>\nC. ANALYSIS
C1 Seismic Load Effects
D. GENERAL MEMBER AND CONNECTION DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
37<\/td>\nE. 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 <\/td>\n<\/tr>\n
38<\/td>\nE1.2.4 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 <\/td>\n<\/tr>\n
41<\/td>\nE1.3.1.2 Type II Shear Walls
E1.3.2 Available Strength [Factored Resistance] <\/td>\n<\/tr>\n
42<\/td>\nE1.3.3 Expected Strength [Probable Resistance]
E1.4 System Requirements
E1.4.1 Type I Shear Walls
E1.4.1.1 Limitations for Tabulated Systems <\/td>\n<\/tr>\n
43<\/td>\nE1.4.1.2 Required Strength [Effect of Factored Loads] for Chord Studs, Anchorage, and Collectors
E1.4.1.3 Required Strength [Effect of Factored Loads] for Foundations <\/td>\n<\/tr>\n
44<\/td>\nE1.4.1.4 Design Deflection
E1.4.2 Type II Shear Walls
E1.4.2.1 Additional Limitations <\/td>\n<\/tr>\n
45<\/td>\nE1.4.2.2 Required Strength [Effect of Factored Loads] for Chord Studs, Anchorage, and Collectors <\/td>\n<\/tr>\n
46<\/td>\nE1.4.2.3 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 <\/td>\n<\/tr>\n
47<\/td>\nE2.2.2 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 <\/td>\n<\/tr>\n
48<\/td>\nE2.3 Shear Strength [Resistance]
E2.3.1 Nominal Strength [Resistance]
E2.3.1.1 Type I Shear Walls <\/td>\n<\/tr>\n
52<\/td>\nE2.3.1.2 Type II Shear Walls
E2.3.2 Available Strength [Factored Resistance] <\/td>\n<\/tr>\n
53<\/td>\nE2.3.3 Expected Strength [Probable Resistance]
E2.4 System Requirements
E2.4.1 Type I Shear Walls
E2.4.1.1 Limitations for Tabulated Systems <\/td>\n<\/tr>\n
54<\/td>\nE2.4.1.2 Required Strength [Effect of Factored Loads] for Chord Studs, Anchorage, and Collectors <\/td>\n<\/tr>\n
55<\/td>\nE2.4.1.3 Required Strength [Effect of Factored Loads] for Foundations
E2.4.1.4 Design Deflection <\/td>\n<\/tr>\n
56<\/td>\nE2.4.2 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 <\/td>\n<\/tr>\n
57<\/td>\nE2.4.2.3 Design Deflection <\/td>\n<\/tr>\n
58<\/td>\nE3 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 <\/td>\n<\/tr>\n
59<\/td>\nE3.3 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 <\/td>\n<\/tr>\n
60<\/td>\nE3.4.2 Required Strength [Effect Due to Factored Loads] for Seismic Force-Resisting System <\/td>\n<\/tr>\n
61<\/td>\nE3.4.3 Required Strength [Effect Due to Factored Loads] for Foundations
E3.4.4 Design Deflection
E4 Cold-Formed Steel Special Bolted Moment Frames (CFS\u2013SBMF)
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 <\/td>\n<\/tr>\n
62<\/td>\nE4.2.3 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 <\/td>\n<\/tr>\n
63<\/td>\nE4.3.3 Expected Strength <\/td>\n<\/tr>\n
65<\/td>\nE4.4 System Requirements
E4.4.1 Limitations on System
E4.4.2 Beams
E4.4.3 Columns <\/td>\n<\/tr>\n
66<\/td>\nE4.4.4 Connections, Joints and Fasteners
E4.4.4.1 Bolted Joints
E4.4.4.2 Welded Joints
E4.4.4.3 Other Joints and Connections <\/td>\n<\/tr>\n
67<\/td>\nE5 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 <\/td>\n<\/tr>\n
68<\/td>\nE5.3 Shear Resistance
E5.3.1 Nominal Resistance
E5.3.1.1 Type I Shear Walls
E5.3.2 Factored Resistance <\/td>\n<\/tr>\n
69<\/td>\nE5.3.3 Probable Resistance
E5.4 System Requirements
E5.4.1 Type I Shear Walls
E5.4.1.1 Limitations for Tabulated Systems <\/td>\n<\/tr>\n
70<\/td>\nE5.4.1.2 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 <\/td>\n<\/tr>\n
71<\/td>\nE6 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 <\/td>\n<\/tr>\n
73<\/td>\nE6.3.2 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 <\/td>\n<\/tr>\n
74<\/td>\nE6.4.1.2 Required Strength for Chord Studs, Anchorage, and Collectors <\/td>\n<\/tr>\n
75<\/td>\nE6.4.1.3 Required Strength for Foundations
E6.4.1.4 Design Deflection <\/td>\n<\/tr>\n
76<\/td>\nE7 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 <\/td>\n<\/tr>\n
77<\/td>\nE7.4 System Requirements
E7.4.1 Limitations on System
E7.4.2 Effect of Eccentricity
E7.4.3 Design Deflection <\/td>\n<\/tr>\n
78<\/td>\nF. 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 <\/td>\n<\/tr>\n
79<\/td>\nF2 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 <\/td>\n<\/tr>\n
80<\/td>\nF2.4.1.1 Requirements for Tabulated Systems
F2.4.2 Available Strength <\/td>\n<\/tr>\n
81<\/td>\nF2.4.3 Design Deflection
F2.5 Requirements Where the Seismic Response Modification Coefficient, R, is Greater Than Three <\/td>\n<\/tr>\n
82<\/td>\nF2.5.1 Open Front Structures
F2.5.2 Member Requirements
F3 Other Diaphragms <\/td>\n<\/tr>\n
83<\/td>\nG. 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\u2013SBMF)
G4.1 Cooperation
G4.2 Rejections
G4.3 Inspection of Welding <\/td>\n<\/tr>\n
84<\/td>\nG4.4 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 <\/td>\n<\/tr>\n
85<\/td>\nH. Use of Substitute Components and Connections in Seismic Force-Resisting Systems <\/td>\n<\/tr>\n
86<\/td>\nAPPENDIX 1, SEISMIC FORCE MODIFICATION FACTORS AND LIMITATIONS IN CANADA
1.1 Scope and Applicability
1.2 Seismic Force Modification Factors and Limitations in Canada <\/td>\n<\/tr>\n
88<\/td>\nCOMMENTARY ON NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS WITH SUPPLEMENT 1 <\/td>\n<\/tr>\n
89<\/td>\nDISCLAIMER <\/td>\n<\/tr>\n
90<\/td>\nPREFACE <\/td>\n<\/tr>\n
92<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
96<\/td>\nCOMMENTARY 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 <\/td>\n<\/tr>\n
97<\/td>\nA2 Definitions
A2.1 Terms
A3 Materials <\/td>\n<\/tr>\n
98<\/td>\nA3.2 Expected Material Properties
A3.2.1 Material Expected Yield Stress [Probable Yield Stress] <\/td>\n<\/tr>\n
99<\/td>\nA3.2.2 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 <\/td>\n<\/tr>\n
100<\/td>\nB. 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 <\/td>\n<\/tr>\n
101<\/td>\nB1.4 Seismic Load Effects Contributed by Masonry and Concrete Walls
B1.5 Seismic Load Effects From Other Concrete or Masonry Components <\/td>\n<\/tr>\n
102<\/td>\nB2 Lateral Force-Resisting System
B3 Design Basis
B3.3 Expected Strength [Probable Resistance] <\/td>\n<\/tr>\n
104<\/td>\nC. ANALYSIS
C1 Seismic Load Effects
D. GENERAL MEMBER AND CONNECTION DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nE. 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 <\/td>\n<\/tr>\n
106<\/td>\nE1.2.2 Seismic Design Parameters [Seismic Force Modification Factors and Limitations] for Seismic Force-Resisting System <\/td>\n<\/tr>\n
107<\/td>\nE1.2.3 Type I or Type II Shear Walls <\/td>\n<\/tr>\n
109<\/td>\nE1.2.4 Seismic Load Effects Contributed by Masonry and Concrete Walls
E1.3 Shear Strength [Resistance]
E1.3.1.1 Type I Shear Walls <\/td>\n<\/tr>\n
115<\/td>\nE1.3.1.2 Type II Shear Walls
E1.3.2 Available Strength [Factored Resistance] <\/td>\n<\/tr>\n
116<\/td>\nE1.3.3 Expected Strength [Probable Resistance] <\/td>\n<\/tr>\n
117<\/td>\nE1.4 System Requirements
E1.4.1 Type I Shear Walls
E1.4.1.1 Limitations for Tabulated Systems <\/td>\n<\/tr>\n
118<\/td>\nE1.4.1.2 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 <\/td>\n<\/tr>\n
120<\/td>\nE1.4.2 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 <\/td>\n<\/tr>\n
121<\/td>\nE1.4.2.3 Design Deflection <\/td>\n<\/tr>\n
122<\/td>\nE2 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 <\/td>\n<\/tr>\n
123<\/td>\nE2.2.3 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] <\/td>\n<\/tr>\n
124<\/td>\nE2.3.1.1 Type I Shear Walls <\/td>\n<\/tr>\n
125<\/td>\nE2.3.1.2 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 <\/td>\n<\/tr>\n
126<\/td>\nE2.4.2 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 <\/td>\n<\/tr>\n
127<\/td>\nE3.2.3 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] <\/td>\n<\/tr>\n
128<\/td>\nE3.4 System Requirements
E3.4.1 Limitations on System <\/td>\n<\/tr>\n
131<\/td>\nE3.4.2 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 <\/td>\n<\/tr>\n
132<\/td>\nE4 Cold-Formed Steel Special Bolted Moment Frames (CFS\u2013SBMF)
E4.1 Scope
E4.2 Basis of Design
E4.2.1 Designated Energy- Dissipating Mechanism <\/td>\n<\/tr>\n
134<\/td>\nE4.2.2 Seismic Design Parameters for Seismic Force-Resisting System <\/td>\n<\/tr>\n
135<\/td>\nE4.2.3 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 <\/td>\n<\/tr>\n
136<\/td>\nE4.3.2 Available Strength
E4.3.3 Expected Strength <\/td>\n<\/tr>\n
143<\/td>\nE4.4 System Requirements
E4.4.1 Limitations on System <\/td>\n<\/tr>\n
145<\/td>\nE4.4.2 Beams <\/td>\n<\/tr>\n
146<\/td>\nE4.4.3 Columns
E4.4.4 Connections, Joints and Fasteners <\/td>\n<\/tr>\n
147<\/td>\nE4.4.4.1 Bolted Joints <\/td>\n<\/tr>\n
148<\/td>\nE4.4.4.2 Welded Joints <\/td>\n<\/tr>\n
149<\/td>\nE4.4.4.3 Other Joints and Connections <\/td>\n<\/tr>\n
150<\/td>\nE5 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 <\/td>\n<\/tr>\n
151<\/td>\nE6 Cold-Formed Steel Light Frame Shear Walls With Gypsum Board or Fiberboard Panel Sheathing
E6.1 Scope
E6.2 Basis of Design <\/td>\n<\/tr>\n
152<\/td>\nE6.3 Shear Strength <\/td>\n<\/tr>\n
153<\/td>\nE6.4 System Requirements <\/td>\n<\/tr>\n
154<\/td>\nE7 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 <\/td>\n<\/tr>\n
155<\/td>\nF. DIAPHRAGMS
F1 General
F1.1 Scope
F1.2 Design Basis
F1.3 Required Strength <\/td>\n<\/tr>\n
156<\/td>\nF1.4 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 <\/td>\n<\/tr>\n
157<\/td>\nF2.4.2 Available Strength
F2.4.3 Design Deflection <\/td>\n<\/tr>\n
158<\/td>\nF2.5 Requirements Where Seismic Response Modification Coefficient, R, Greater Than Three
F3 Other Diaphragms <\/td>\n<\/tr>\n
159<\/td>\nG. QUALITY CONTROL AND QUALITY ASSURANCE <\/td>\n<\/tr>\n
160<\/td>\nH. USE OF SUBSTITUTE COMPONENTS AND CONNECTIONS IN SEISMIC FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
162<\/td>\nAPPENDIX 1, SEISMIC FORCE MODIFICATION FACTORS AND LIMITATIONS IN CANADA <\/td>\n<\/tr>\n
163<\/td>\nREFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AISI S400-15 wS1-16: North American Standard for Seismic Design of Cold-Formed Steel Structural Systems, 2015 Edition with Supplement 1<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISI<\/b><\/a><\/td>\n2015<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":450540,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2860],"product_tag":[],"class_list":{"0":"post-450534","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/450534","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/450540"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=450534"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=450534"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=450534"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}