AISC A341 2022
$48.10
ANSI/AISC 341-22 – Seismic Provisions for Structural Steel Buildings
Published By | Publication Date | Number of Pages |
AISC | 2022 | 546 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | ANSI/AISC 341-22: Seismic Provisions for Structural Steel Buildings |
3 | Title Page |
4 | Copyright |
5 | Preface |
9 | Table of Contents |
37 | Symbols |
46 | Glossary |
53 | Abbreviations |
55 | Chapter A – General Requirements A1. Scope |
56 | A2. Referenced Specifications, Codes, and Standards |
57 | A3. Materials |
62 | A4. Structural Design Documents and Specifications Issued for Construction |
65 | Chapter B – General Design Requirements B1. General Seismic Design Requirements B2. Loads and Load Combinations |
66 | B3. Design Basis B4. System Type B5. Diaphragms, Chords, and Collectors |
68 | Chapter C – Analysis C1. General Requirements C2. Additional Requirements C3. Nonlinear Analysis |
69 | Chapter D – General Member and Connection Design Requirements D1. Member Requirements |
82 | D2. Connections |
89 | D3. Deformation Compatibility of Non-SFRS Members and Connections |
90 | D4. H-Piles |
91 | Chapter E – Moment Frame Systems E1. Ordinary Moment Frames (OMF) |
95 | E2. Intermediate Moment Frames (IMF) |
99 | E3. Special Moment Frames (SMF) |
111 | E4. Special Truss Moment Frames (STMF) |
115 | E5. Ordinary Cantilever Column Systems (OCCS) |
116 | E6. Special Cantilever Column Systems (SCCS) |
119 | Chapter F – Braced Frame and Shear Wall Systems F1. Ordinary Concentrically Braced Frames (OCBF) |
122 | F2. Special Concentrically Braced Frames (SCBF) |
131 | F3. Eccentrically Braced Frames (EBF) |
139 | F4. Buckling-Restrained Braced Frames (BRBF) |
147 | F5. Special Plate Shear Walls (SPSW) |
153 | Chapter G – Composite Moment Frame Systems G1. Composite Ordinary Moment Frames (C-OMF) |
154 | G2. Composite Intermediate Moment Frames (C-IMF) |
157 | G3. Composite Special Moment Frames (C-SMF) |
162 | G4. Composite Partially Restrained Moment Frames (C-PRMF) |
165 | Chapter H – Composite Braced Frame and Shear Wall Systems H1. Composite Ordinary Braced Frames (C-OBF) |
166 | H2. Composite Special Concentrically Braced Frames (C-SCBF) |
169 | H3. Composite Eccentrically Braced Frames (C-EBF) |
170 | H4. Composite Ordinary Shear Walls (C-OSW) |
174 | H5. Composite Special Shear Walls (C-SSW) |
178 | H6. Composite Plate Shear Walls—Concrete Encased (C-PSW/CE) |
182 | H7. Composite Plate Shear Walls—Concrete Filled (C-PSW/CF) |
186 | H8. Coupled Composite Plate Shear Walls—Concrete Filled (CC-PSW/CF) |
192 | Chapter I – Fabrication and Erection I1. Fabrication and Erection Documents |
193 | I2. Fabrication and Erection |
195 | Chapter J – Quality Control and Quality Assurance J1. General Provisions |
196 | J2. Fabricator and Erector Quality Control Program J3. Fabricator and Erector Documents |
197 | J4. Quality Assurance Agency Documents J5. Inspection and Nondestructive Testing Personnel |
198 | J6. Inspection Tasks J7. Welding Inspection and Nondestructive Testing |
202 | J8. Inspection of High-Strength Bolting J9. Other Steel Structure Inspections J10. Inspection of Composite Structures |
203 | J11. Inspection of H-Piles |
205 | Chapter K – Prequalification and Cyclic Qualification Testing Provisions K1. Prequalification of Beam-to-Column and Link-to-Column Connections |
209 | K2. Cyclic Tests for Qualification of Beam-to-Column and Link-to-Column Connections |
218 | K3. Cyclic Tests for Qualification of Buckling-Restrained Braces |
224 | Appendix 1 – Design Verification Using Nonlinear Response History Analysis 1.1 Scope |
225 | 1.2 Earthquake Ground Motions 1.3 Load Factors and Combinations 1.4 General Modeling Requirements 1.5 Member Modeling Requirements |
228 | 1.6 Connection Modeling Requirements |
229 | 1.7 System Requirements |
230 | 1.8 Global Acceptance Criteria |
235 | Commentary |
236 | Commentary Symbols |
241 | Chapter A – General Requirements |
255 | Chapter B – General Design Requirements |
260 | Chapter C – Analysis |
265 | Chapter D – General Member and Connection Design Requirements |
302 | Chapter E – Moment Frame Systems |
345 | Chapter F – Braced Frame and Shear Wall Systems |
422 | Chapter G – Composite Moment Frame Systems |
435 | Chapter H – Composite Braced Frame and Shear Wall Systems |
470 | Chapter I – Fabrication and Erection |
473 | Chapter J – Quality Control and Quality Assurance |
481 | Chapter K – Prequalification and Cyclic Qualification Testing Provisions |
504 | Appendix 1 – Design Verification Using Nonlinear Response History Analysis |
514 | References |