{"id":439784,"date":"2024-10-20T08:11:05","date_gmt":"2024-10-20T08:11:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a342-2022\/"},"modified":"2024-10-26T15:19:08","modified_gmt":"2024-10-26T15:19:08","slug":"aisc-a342-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a342-2022\/","title":{"rendered":"AISC A342 2022"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | ANSI\/AISC 342-22: Seismic Provisions for Evaluation and Retrofit of Existing Structural Steel Buildings <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Title Page <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Symbols <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Glossary <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Abbreviations <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Chapter A \u2013 General Provisions A1. Scope <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | A2. Referenced Specifications, Codes, and Standards <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | A3. General Requirements A4. Document Review and Condition Assessment <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | A5. Material Properties <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | A6. Subassembly Tests <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Chapter B – General Requirements of Components B1. General <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | B2.\tComponent Stiffness, Strength, and Permissible Performance Parameters <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | B3. Retrofit Measures <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Chapter C – Component Properties and Requirements <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | C1. General <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | C2. Beams <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | C3.\tMembers Subjected to Axial or Combined Loading <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | C4. Panel Zones <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | C5. Beam and Column Connections <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | C6. Steel Plate Used as Shear Walls <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | C7. Braced Frame Connections <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | Chapter D – Structural Steel Moment Frames D1. General D2. Stiffness <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | D3. Strength D4. Permissible Performance Parameters <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | D5. Retrofit Measures <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Chapter E – Structural Steel Braced Frame and Steel Plate Shear Wall Requirements E1. Concentrically Braced Frames (CBF) <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | E2.\tEccentrically Braced Frames (EBF)\t <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | E3. Buckling-Restrained Braced Frames (BRBF) <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | E4. Steel Plate Shear Walls <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | Chapter F – Structural Steel Frames with Infills F1. General F2. Retrofit Measures <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | Chapter G – Diaphragms G1. Bare Steel Deck Diaphragms <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | G2. Steel Deck Diaphragms with Reinforced Concrete Structural Topping <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | G3. Steel Deck Diaphragms with Unreinforced Structural Concrete Topping or Lightweight Insulating Concrete <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | G4. Horizontal Steel Truss Diaphragms\t <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | G5. Archaic Diaphragms\u2014Shallow Brick Arches Spanning Between Structural Steel Floor Beams <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | G6. Chord and Collector Elements <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | Chapter H – Structural Steel Pile Foundations H1. General H2. Stiffness H3. Strength H4. Permissible Performance Parameters H5. Retrofit Measures <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | Chapter I – Cast and Wrought Iron I1. General I2. Stiffness I3. Strength <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | I4. Permissible Performance Parameters <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | I5. Retrofit Measures <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | Commentary <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | Commentary Symbols <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Chapter A – General Provisions <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | Chapter B – General Requirements of Components <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Chapter C – Component Properties and Requirements <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Chapter D – Structural Steel Moment Frames <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | Chapter E – Structural Steel Braced Frame and Steel Plate Shear Wall Requirements <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | Chapter F – Structural Steel Frames with Infills <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | Chapter G – Diaphragms <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | Chapter H – Structural Steel Pile Foundations <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Chapter I – Cast and Wrought Iron <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | References <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ANSI\/AISC 342-22 – Seismic Provisions for Evaluation and Retrofit of Existing Structural Steel Buildings<\/b><\/p>\n |