{"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>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/AISC 342-22: Seismic Provisions for Evaluation and Retrofit of Existing Structural Steel Buildings <\/td>\n<\/tr>\n
3<\/td>\nTitle Page <\/td>\n<\/tr>\n
4<\/td>\nCopyright <\/td>\n<\/tr>\n
5<\/td>\nPreface <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
19<\/td>\nSymbols <\/td>\n<\/tr>\n
27<\/td>\nGlossary <\/td>\n<\/tr>\n
31<\/td>\nAbbreviations <\/td>\n<\/tr>\n
33<\/td>\nChapter A \u2013 General Provisions
A1. Scope <\/td>\n<\/tr>\n
34<\/td>\nA2. Referenced Specifications, Codes, and Standards <\/td>\n<\/tr>\n
35<\/td>\nA3. General Requirements
A4. Document Review and Condition Assessment <\/td>\n<\/tr>\n
38<\/td>\nA5. Material Properties <\/td>\n<\/tr>\n
46<\/td>\nA6. Subassembly Tests <\/td>\n<\/tr>\n
47<\/td>\nChapter B – General Requirements of Components
B1. General <\/td>\n<\/tr>\n
48<\/td>\nB2.\tComponent Stiffness, Strength, and Permissible Performance Parameters <\/td>\n<\/tr>\n
50<\/td>\nB3. Retrofit Measures <\/td>\n<\/tr>\n
52<\/td>\nChapter C – Component Properties and Requirements <\/td>\n<\/tr>\n
53<\/td>\nC1. General <\/td>\n<\/tr>\n
54<\/td>\nC2. Beams <\/td>\n<\/tr>\n
61<\/td>\nC3.\tMembers Subjected to Axial or Combined Loading <\/td>\n<\/tr>\n
84<\/td>\nC4. Panel Zones <\/td>\n<\/tr>\n
88<\/td>\nC5. Beam and Column Connections <\/td>\n<\/tr>\n
121<\/td>\nC6. Steel Plate Used as Shear Walls <\/td>\n<\/tr>\n
124<\/td>\nC7. Braced Frame Connections <\/td>\n<\/tr>\n
133<\/td>\nChapter D – Structural Steel Moment Frames
D1. General
D2. Stiffness <\/td>\n<\/tr>\n
134<\/td>\nD3. Strength
D4. Permissible Performance Parameters <\/td>\n<\/tr>\n
135<\/td>\nD5. Retrofit Measures <\/td>\n<\/tr>\n
136<\/td>\nChapter E – Structural Steel Braced Frame and Steel Plate Shear Wall Requirements
E1. Concentrically Braced Frames (CBF) <\/td>\n<\/tr>\n
139<\/td>\nE2.\tEccentrically Braced Frames (EBF)\t <\/td>\n<\/tr>\n
141<\/td>\nE3. Buckling-Restrained Braced Frames (BRBF) <\/td>\n<\/tr>\n
144<\/td>\nE4. Steel Plate Shear Walls <\/td>\n<\/tr>\n
147<\/td>\nChapter F – Structural Steel Frames with Infills
F1. General
F2. Retrofit Measures <\/td>\n<\/tr>\n
148<\/td>\nChapter G – Diaphragms
G1. Bare Steel Deck Diaphragms <\/td>\n<\/tr>\n
152<\/td>\nG2. Steel Deck Diaphragms with Reinforced Concrete Structural Topping <\/td>\n<\/tr>\n
154<\/td>\nG3. Steel Deck Diaphragms with Unreinforced Structural Concrete Topping or Lightweight Insulating Concrete <\/td>\n<\/tr>\n
158<\/td>\nG4. Horizontal Steel Truss Diaphragms\t <\/td>\n<\/tr>\n
159<\/td>\nG5. Archaic Diaphragms\u2014Shallow Brick Arches Spanning Between Structural Steel Floor Beams <\/td>\n<\/tr>\n
160<\/td>\nG6. Chord and Collector Elements <\/td>\n<\/tr>\n
162<\/td>\nChapter H – Structural Steel Pile Foundations
H1. General
H2. Stiffness
H3. Strength
H4. Permissible Performance Parameters
H5. Retrofit Measures <\/td>\n<\/tr>\n
163<\/td>\nChapter I – Cast and Wrought Iron
I1. General
I2. Stiffness
I3. Strength <\/td>\n<\/tr>\n
164<\/td>\nI4. Permissible Performance Parameters <\/td>\n<\/tr>\n
165<\/td>\nI5. Retrofit Measures <\/td>\n<\/tr>\n
167<\/td>\nCommentary <\/td>\n<\/tr>\n
168<\/td>\nCommentary Symbols <\/td>\n<\/tr>\n
170<\/td>\nChapter A – General Provisions <\/td>\n<\/tr>\n
186<\/td>\nChapter B – General Requirements of Components <\/td>\n<\/tr>\n
195<\/td>\nChapter C – Component Properties and Requirements <\/td>\n<\/tr>\n
233<\/td>\nChapter D – Structural Steel Moment Frames <\/td>\n<\/tr>\n
242<\/td>\nChapter E – Structural Steel Braced Frame and Steel Plate Shear Wall Requirements <\/td>\n<\/tr>\n
254<\/td>\nChapter F – Structural Steel Frames with Infills <\/td>\n<\/tr>\n
255<\/td>\nChapter G – Diaphragms <\/td>\n<\/tr>\n
262<\/td>\nChapter H – Structural Steel Pile Foundations <\/td>\n<\/tr>\n
263<\/td>\nChapter I – Cast and Wrought Iron <\/td>\n<\/tr>\n
265<\/td>\nReferences <\/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\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2022<\/td>\n276<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":439787,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-439784","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisc","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\/439784","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\/439787"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=439784"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=439784"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=439784"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}