{"id":411644,"date":"2024-10-20T05:46:07","date_gmt":"2024-10-20T05:46:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisi-s240-2020\/"},"modified":"2024-10-26T10:40:30","modified_gmt":"2024-10-26T10:40:30","slug":"aisi-s240-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisi\/aisi-s240-2020\/","title":{"rendered":"AISI S240 2020"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nDISCLAIMER <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
28<\/td>\nA. GENERAL
A1 Scope and Applicability
A1.1 Scope
A1.2 Applicability
A2 Definitions <\/td>\n<\/tr>\n
35<\/td>\nA3 Material <\/td>\n<\/tr>\n
36<\/td>\nA4 Corrosion Protection <\/td>\n<\/tr>\n
37<\/td>\nA5 Products
A5.1 Base Steel Thickness
A5.2 Minimum Flange Width
A5.3 Product Designator <\/td>\n<\/tr>\n
38<\/td>\nA5.4 Manufacturing Tolerances <\/td>\n<\/tr>\n
39<\/td>\nA5.5 Product Identification
A5.5.1 Identification of Groups of Like Members
A5.5.2 Identification of Individual Framing Members <\/td>\n<\/tr>\n
40<\/td>\nA5.6 Standard Shapes <\/td>\n<\/tr>\n
42<\/td>\nA5.7 Inside Bend Radius <\/td>\n<\/tr>\n
43<\/td>\nA5.8 Lip Length
A5.9 Punchouts <\/td>\n<\/tr>\n
44<\/td>\nA6 Reference Documents <\/td>\n<\/tr>\n
46<\/td>\nB. 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 <\/td>\n<\/tr>\n
47<\/td>\nB1.2.2 Wall Studs <\/td>\n<\/tr>\n
48<\/td>\nB1.2.3 In-Line Framing <\/td>\n<\/tr>\n
49<\/td>\nB1.2.4 Spacing of Framing Members
B1.2.5 Load Path
B1.2.6 Principles of Mechanics
B1.3 Built-Up Section Design <\/td>\n<\/tr>\n
50<\/td>\nB1.4 Properties of Sections
B1.5 Connection Design
B1.5.1 Screw Connections
B1.5.1.1 Steel-to-Steel Screws
B1.5.1.2 Sheathing Screws
B1.5.1.3 Edge Distance, End Distance and Spacing
B1.5.1.4 Gypsum Board <\/td>\n<\/tr>\n
51<\/td>\nB1.5.2 Welded Connections
B1.5.3 Bolts
B1.5.4 Power-Actuated Fasteners
B1.5.5 Other Connectors
B1.5.6 Connection to Other Materials
B1.6 Web Crippling <\/td>\n<\/tr>\n
52<\/td>\nB2 Floor and Ceiling Framing
B2.1 Scope
B2.2 Floor Joist Design
B2.2.1 Bending <\/td>\n<\/tr>\n
53<\/td>\nB2.2.2 Shear
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 <\/td>\n<\/tr>\n
54<\/td>\nB2.3.3 Bending
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 <\/td>\n<\/tr>\n
55<\/td>\nB2.5 Bearing Stiffeners
B2.5.1 Clip Angle Bearing Stiffeners <\/td>\n<\/tr>\n
56<\/td>\nB2.6 Bracing Design <\/td>\n<\/tr>\n
57<\/td>\nB2.7 Floor Diaphragm Design
B3 Wall Framing
B3.1 Scope
B3.2 Wall Stud Design
B3.2.1 Compression <\/td>\n<\/tr>\n
58<\/td>\nB3.2.2 Bending
B3.2.3 Shear
B3.2.4 Axial Load and Bending <\/td>\n<\/tr>\n
59<\/td>\nB3.2.5 Web Crippling
B3.2.5.1 Stud-to-Track Connection for C-Shape Studs <\/td>\n<\/tr>\n
63<\/td>\nB3.2.5.2 Deflection Track Connection for C-Shape Studs <\/td>\n<\/tr>\n
64<\/td>\nB3.3 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 <\/td>\n<\/tr>\n
65<\/td>\nB3.3.2 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 <\/td>\n<\/tr>\n
66<\/td>\nB3.3.3 Double L-Headers
B3.3.3.1 Bending <\/td>\n<\/tr>\n
67<\/td>\nB3.3.3.1.1 Gravity Loading
B3.3.3.1.2 Uplift Loading
B3.3.3.2 Shear <\/td>\n<\/tr>\n
68<\/td>\nB3.3.3.3 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 <\/td>\n<\/tr>\n
69<\/td>\nB3.3.4.1.2 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
B3.4 Bracing
B3.4.1 Intermediate Brace Design <\/td>\n<\/tr>\n
70<\/td>\nB3.5 Serviceability
B4 Roof Framing
B4.1 Scope
B4.2 Roof Rafter Design
B4.2.1 Tension
B4.2.2 Compression
B4.2.3 Bending <\/td>\n<\/tr>\n
71<\/td>\nB4.2.4 Shear
B4.2.5 Web Crippling
B4.2.6 Axial Load and Bending
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 <\/td>\n<\/tr>\n
72<\/td>\nB4.6 Roof Diaphragm Design
B5 Lateral Force-Resisting Systems
B5.1 Scope
B5.2 Shear Wall Design <\/td>\n<\/tr>\n
73<\/td>\nB5.2.1 General
B5.2.1.1 Type I Shear Walls
B5.2.1.2 Type II Shear Walls
B5.2.2 Nominal Strength [Resistance]
B5.2.2.1 Type I Shear Walls <\/td>\n<\/tr>\n
74<\/td>\nB5.2.2.2 Type II Shear Walls <\/td>\n<\/tr>\n
75<\/td>\nB5.2.2.3 Nominal Strength [Resistance] per Unit Length
B5.2.2.3.1 General Requirements
B5.2.2.3.2 Steel Sheet Sheathing <\/td>\n<\/tr>\n
77<\/td>\nB5.2.2.3.3 Wood Structural Panel Sheathing <\/td>\n<\/tr>\n
78<\/td>\nB5.2.2.3.4 Gypsum Board Panel Sheathing
B5.2.2.3.5 Fiberboard Panel Sheathing
B5.2.2.3.6 Combined Systems <\/td>\n<\/tr>\n
83<\/td>\nB5.2.3 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 <\/td>\n<\/tr>\n
84<\/td>\nB5.2.4.2.1 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 <\/td>\n<\/tr>\n
86<\/td>\nB5.3 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 <\/td>\n<\/tr>\n
87<\/td>\nB5.3.5 Design Deflection
B5.4 Diaphragm Design
B5.4.1 Cold-Formed Steel Sheathed Diaphragms
B5.4.1.1 Non-Composite Steel Floor Deck Diaphragms <\/td>\n<\/tr>\n
88<\/td>\nB5.4.1.2 Steel Roof Deck Diaphragms
B5.4.1.3 Composite Steel Deck-Slab Diaphragms <\/td>\n<\/tr>\n
89<\/td>\nB5.4.1.4 Steel Panel Roof System Diaphragms
B5.4.1.5 Other Cold-Formed Steel Sheathed Diaphragms
B5.4.2 Wood Structural Panel Sheathed Diaphragm
B5.4.2.1 General <\/td>\n<\/tr>\n
90<\/td>\nB5.4.2.2 Nominal Strength <\/td>\n<\/tr>\n
91<\/td>\nB5.4.2.3 Available Strength
B5.4.2.4 Design Deflection
B5.4.2.4.1 Blocked Diaphragms <\/td>\n<\/tr>\n
92<\/td>\nB5.4.2.4.2 Unblocked Diaphragms
B5.4.2.5 Beam Diaphragm Tests for Non-Steel Sheathed Assemblies <\/td>\n<\/tr>\n
94<\/td>\nC. INSTALLATION
C1 General
C2 Material Condition
C2.1 Web Holes
C2.2 Cutting and Patching
C2.3 Splicing
C3 Structural Framing
C3.1 Foundation <\/td>\n<\/tr>\n
95<\/td>\nC3.2 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 <\/td>\n<\/tr>\n
96<\/td>\nC3.4.4 Back-to-Back and Box Headers
C3.4.5 Double and Single L-Headers
C3.4.6 Inverted L-Header Assemblies <\/td>\n<\/tr>\n
98<\/td>\nC3.5 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
C3.6.3.1 Cold-Formed Steel Sheathed Diaphragms
C3.6.3.2 Wood Structural Panel Sheathed Diaphragms <\/td>\n<\/tr>\n
99<\/td>\nC4 Connections
C4.1 Screw Connections
C4.1.1 Steel-to-Steel Screws
C4.1.2 Installation
C4.1.3 Stripped Screws
C4.1.4 Overdriven Screws in Shear Walls and Diaphragms Sheathed With Wood Structural Panels <\/td>\n<\/tr>\n
100<\/td>\nC4.2 Welded Connections
C5 Miscellaneous <\/td>\n<\/tr>\n
101<\/td>\nC5.1 Utilities
C5.1.1 Holes
C5.1.2 Plumbing
C5.1.3 Electrical
C5.2 Insulation
C5.2.1 Mineral Fiber Insulation
C5.2.2 Other Insulation <\/td>\n<\/tr>\n
102<\/td>\nD. QUALITY CONTROL AND QUALITY ASSURANCE
D1 General
D1.1 Scope and Limits of Applicability
D1.2 Responsibilities
D2 Quality Control Programs <\/td>\n<\/tr>\n
103<\/td>\nD3 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 <\/td>\n<\/tr>\n
104<\/td>\nD3.1.1.3 Exceptions to Sections D3.1.1.1 and D3.1.1.2
D3.2 Available Documents
D4 Quality Assurance Agency Documents
D5 Inspection Personnel
D5.1 Quality Control Inspector <\/td>\n<\/tr>\n
105<\/td>\nD5.2 Quality Assurance Inspector
D6 Inspection Tasks
D6.1 General <\/td>\n<\/tr>\n
106<\/td>\nD6.2 Quality Control Inspection Tasks
D6.3 Basic Frame Inspection Tasks
D6.4 Quality Assurance Inspection Tasks <\/td>\n<\/tr>\n
107<\/td>\nD6.5 Coordinated Inspection
D6.6 Material Verification <\/td>\n<\/tr>\n
108<\/td>\nD6.7 Inspection of Welding <\/td>\n<\/tr>\n
109<\/td>\nD6.8 Inspection of Mechanical Fastening <\/td>\n<\/tr>\n
110<\/td>\nD6.9 Inspection of Cold-Formed Steel Light-Frame Construction
D6.10 Additional Requirements for Lateral Force-Resisting Systems <\/td>\n<\/tr>\n
111<\/td>\nD6.10.1 Fit-Up of Welds <\/td>\n<\/tr>\n
112<\/td>\nD7 Nonconforming Material and Workmanship
D7.1 Additional Inspections
D7.2 Rejection of Material <\/td>\n<\/tr>\n
114<\/td>\nE. 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 <\/td>\n<\/tr>\n
115<\/td>\nE4.4.2 Compression Chord Members <\/td>\n<\/tr>\n
118<\/td>\nE4.4.3 Tension Chord Members
E4.4.4 Compression Web Members <\/td>\n<\/tr>\n
119<\/td>\nE4.4.5 Tension Web Members
E4.4.6 Eccentricity in Joints
E4.5 Gusset Plate Design <\/td>\n<\/tr>\n
120<\/td>\nE4.6 Connection Design
E4.6.1 Fastening Methods
E4.6.2 Coped Connections for C-Shaped Sections <\/td>\n<\/tr>\n
121<\/td>\nE4.7 Serviceability
E5 Quality Criteria for Steel Trusses
E5.1 Manufacturing Quality Criteria
E5.2 Member Identification
E5.3 Assembly <\/td>\n<\/tr>\n
122<\/td>\nE6 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 <\/td>\n<\/tr>\n
124<\/td>\nF. TESTING
F1 General <\/td>\n<\/tr>\n
125<\/td>\nAPPENDIX 1, CONTINUOUSLY BRACED DESIGN FOR DISTORTIONAL BUCKLING RESISTANCE <\/td>\n<\/tr>\n
129<\/td>\nDISCLAIMER <\/td>\n<\/tr>\n
130<\/td>\nPREFACE <\/td>\n<\/tr>\n
136<\/td>\nA. GENERAL
A1 Scope and Applicability <\/td>\n<\/tr>\n
137<\/td>\nA2 Definitions
A2.1 Terms <\/td>\n<\/tr>\n
139<\/td>\nA3 Material
A4 Corrosion Protection <\/td>\n<\/tr>\n
140<\/td>\nA5 Products <\/td>\n<\/tr>\n
141<\/td>\nA5.2 Minimum Flange Width <\/td>\n<\/tr>\n
142<\/td>\nB 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 <\/td>\n<\/tr>\n
143<\/td>\nB1.2 Design Basis
B1.2.1 Floor Joists, Ceiling Joists and Roof Rafters
B1.2.2 Wall Studs <\/td>\n<\/tr>\n
144<\/td>\nB1.2.3 In-Line Framing <\/td>\n<\/tr>\n
145<\/td>\nB1.2.6 Principles of Mechanics
B1.3 Built-Up Sections <\/td>\n<\/tr>\n
146<\/td>\nB1.5 Connection Design
B1.5.1 Screw Connections
B1.5.1.1 Steel-to-Steel Screws <\/td>\n<\/tr>\n
147<\/td>\nB1.5.1.3 Edge Distance, End Distance and Spacing <\/td>\n<\/tr>\n
148<\/td>\nB1.5.1.4 Gypsum Board
B1.5.2 Welded Connections
B1.5.3 Bolts
B1.5.4 Power-Actuated Fasteners
B1.5.5 Other Connectors
B1.6 Web Crippling <\/td>\n<\/tr>\n
149<\/td>\nB2 Floor and Ceiling Framing
B2.2 Floor Joist Design
B2.2.1 Bending <\/td>\n<\/tr>\n
150<\/td>\nB2.5 Bearing Stiffeners
B2.6 Bracing Design
B3 Wall Framing
B3.2 Wall Stud Design
B3.2.1 Compression <\/td>\n<\/tr>\n
153<\/td>\nB3.2.5 Web Crippling
B3.2.5.1 Stud-to-Track Connection for C-Section Studs <\/td>\n<\/tr>\n
155<\/td>\nB3.2.5.2 Deflection Track Connection for C-Shape Studs <\/td>\n<\/tr>\n
156<\/td>\nB3.3 Header Design
B3.3.1 Back-to-Back Headers
B3.3.2 Box Headers <\/td>\n<\/tr>\n
157<\/td>\nB3.3.3 Double L-Headers <\/td>\n<\/tr>\n
158<\/td>\nB3.3.3.1.1 Gravity Loading
B3.3.3.1.2 Uplift Loading <\/td>\n<\/tr>\n
159<\/td>\nB3.3.4 Single L-Headers
B3.3.5 Inverted L-Header Assemblies <\/td>\n<\/tr>\n
160<\/td>\nB3.4 Bracing
B3.4.1 Intermediate Brace Design
B3.5 Serviceability <\/td>\n<\/tr>\n
161<\/td>\nB4 Roofing Framing
B4.5 Bracing Design
B5 Lateral Force-Resisting Systems
B5.2 Shear Wall Design <\/td>\n<\/tr>\n
162<\/td>\nB5.2.1 General <\/td>\n<\/tr>\n
163<\/td>\nB5.2.2 Nominal Strength [Resistance] <\/td>\n<\/tr>\n
164<\/td>\nB5.2.2.1 Type I Shear Walls <\/td>\n<\/tr>\n
166<\/td>\nB5.2.2.2 Type II Shear Walls <\/td>\n<\/tr>\n
167<\/td>\nB5.2.3 Available Strength [Factored Resistance]
B5.2.5 Design Deflection <\/td>\n<\/tr>\n
169<\/td>\nB5.3 Strap Braced Wall Design
B5.3.1 General <\/td>\n<\/tr>\n
171<\/td>\nB5.4 Diaphragm Design
B5.4.1 Cold-Formed Steel Sheathed Diaphragms
B5.4.2 Wood Structural Panel Sheathed Diaphragms
B5.4.2.1 General <\/td>\n<\/tr>\n
172<\/td>\nB5.4.2.2 Nominal Strength
B5.4.2.4 Design Deflection <\/td>\n<\/tr>\n
173<\/td>\nB5.4.2.5 Beam Diaphragm Tests for Non-Steel Sheathed Assemblies <\/td>\n<\/tr>\n
174<\/td>\nC. 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 <\/td>\n<\/tr>\n
175<\/td>\nC3.3 Floors
C3.4 Walls
C3.4.1 Straightness, Plumbness and Levelness
C3.4.3 Stud-to-Track Connection <\/td>\n<\/tr>\n
176<\/td>\nC3.5 Roofs and Ceilings
C3.6 Lateral Force-Resisting Systems <\/td>\n<\/tr>\n
177<\/td>\nC4 Connections
C4.1 Screw Connections
C4.1.2 Installation
C4.1.3 Stripped Screws
C4.1.4 Overdriven Screws in Shear Walls and Diaphragms Sheathed With Wood Structural Panels
C4.2 Welded Connections <\/td>\n<\/tr>\n
178<\/td>\nC5 Miscellaneous
C5.1 Utilities
C5.1.1 Holes
C5.1.2 Plumbing
C5.1.3 Electrical
C5.2 Insulation <\/td>\n<\/tr>\n
180<\/td>\nD. QUALITY CONTROL AND QUALITY ASSURANCE
D1 General
D1.1 Scope and Limits of Applicability <\/td>\n<\/tr>\n
181<\/td>\nD1.2 Responsibilities
D2 Quality Control Programs <\/td>\n<\/tr>\n
182<\/td>\nD3 Quality Control Documents
D3.1 Documents to be Submitted
D3.2 Available Documents <\/td>\n<\/tr>\n
183<\/td>\nD5 Inspection Personnel
D5.1 Quality Control Inspector
D5.2 Quality Assurance Inspector
D6 Inspection Tasks
D6.1 General <\/td>\n<\/tr>\n
184<\/td>\nD6.2 Quality Control Inspection Tasks
D6.3 Basic Frame Inspection Tasks
D6.4 Quality Assurance Inspection Tasks
D6.5 Coordinated Inspection
D6.6 Material Verification <\/td>\n<\/tr>\n
185<\/td>\nD6.7 Inspection of Welding
D6.8 Inspection of Mechanical Fastening
D6.9 Inspection of Cold-Formed Steel Light-Frame Construction
D6.10 Additional Requirements for Lateral Force-Resisting Systems <\/td>\n<\/tr>\n
186<\/td>\nE. 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 <\/td>\n<\/tr>\n
187<\/td>\nE4.4.2 Compression Chord Members <\/td>\n<\/tr>\n
188<\/td>\nE4.4.3 Tension Chord Members
E4.4.4 Compression Web Members <\/td>\n<\/tr>\n
189<\/td>\nE4.4.5 Tension Web Members
E4.4.6 Eccentricity in Joints <\/td>\n<\/tr>\n
191<\/td>\nE4.5 Gusset Plate Design <\/td>\n<\/tr>\n
192<\/td>\nE4.6 Connection Design
E4.6.1 Fastening Methods <\/td>\n<\/tr>\n
193<\/td>\nE4.6.2 Coped Connections for C-Shaped Sections <\/td>\n<\/tr>\n
194<\/td>\nE4.7 Serviceability
E5 Quality Criteria for Steel Trusses <\/td>\n<\/tr>\n
195<\/td>\nE6 Truss Installation
E6.1.1 Straightness
E6.1.2 Plumbness
E7 Test-Based Design <\/td>\n<\/tr>\n
196<\/td>\nF. TESTING
F1 General <\/td>\n<\/tr>\n
197<\/td>\nAPPENDIX 1, CONTINUOUSLY BRACED DESIGN FOR DISTORTIONAL BUCKLING RESISTANCE <\/td>\n<\/tr>\n
198<\/td>\nREFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AISI S240-20: North American Standard for Cold-Formed Steel Structural Framing, 2020 Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISI<\/b><\/a><\/td>\n2020<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":411650,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2860],"product_tag":[],"class_list":{"0":"post-411644","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\/411644","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\/411650"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=411644"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=411644"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=411644"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}