{"id":439782,"date":"2024-10-20T08:11:04","date_gmt":"2024-10-20T08:11:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a341-2022\/"},"modified":"2024-10-26T15:19:06","modified_gmt":"2024-10-26T15:19:06","slug":"aisc-a341-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a341-2022\/","title":{"rendered":"AISC A341 2022"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/AISC 341-22: Seismic Provisions for 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
9<\/td>\nTable of Contents <\/td>\n<\/tr>\n
37<\/td>\nSymbols <\/td>\n<\/tr>\n
46<\/td>\nGlossary <\/td>\n<\/tr>\n
53<\/td>\nAbbreviations <\/td>\n<\/tr>\n
55<\/td>\nChapter A – General Requirements
A1. Scope <\/td>\n<\/tr>\n
56<\/td>\nA2. Referenced Specifications, Codes, and Standards <\/td>\n<\/tr>\n
57<\/td>\nA3. Materials <\/td>\n<\/tr>\n
62<\/td>\nA4. Structural Design Documents and Specifications Issued for Construction <\/td>\n<\/tr>\n
65<\/td>\nChapter B – General Design Requirements
B1. General Seismic Design Requirements
B2. Loads and Load Combinations <\/td>\n<\/tr>\n
66<\/td>\nB3. Design Basis
B4. System Type
B5. Diaphragms, Chords, and Collectors <\/td>\n<\/tr>\n
68<\/td>\nChapter C – Analysis
C1. General Requirements
C2. Additional Requirements
C3. Nonlinear Analysis <\/td>\n<\/tr>\n
69<\/td>\nChapter D – General Member and Connection Design Requirements
D1. Member Requirements <\/td>\n<\/tr>\n
82<\/td>\nD2. Connections <\/td>\n<\/tr>\n
89<\/td>\nD3. Deformation Compatibility of Non-SFRS Members and Connections <\/td>\n<\/tr>\n
90<\/td>\nD4. H-Piles <\/td>\n<\/tr>\n
91<\/td>\nChapter E – Moment Frame Systems
E1. Ordinary Moment Frames (OMF) <\/td>\n<\/tr>\n
95<\/td>\nE2. Intermediate Moment Frames (IMF) <\/td>\n<\/tr>\n
99<\/td>\nE3. Special Moment Frames (SMF) <\/td>\n<\/tr>\n
111<\/td>\nE4. Special Truss Moment Frames (STMF) <\/td>\n<\/tr>\n
115<\/td>\nE5. Ordinary Cantilever Column Systems (OCCS) <\/td>\n<\/tr>\n
116<\/td>\nE6. Special Cantilever Column Systems (SCCS) <\/td>\n<\/tr>\n
119<\/td>\nChapter F – Braced Frame and Shear Wall Systems
F1. Ordinary Concentrically Braced Frames (OCBF) <\/td>\n<\/tr>\n
122<\/td>\nF2. Special Concentrically Braced Frames (SCBF) <\/td>\n<\/tr>\n
131<\/td>\nF3. Eccentrically Braced Frames (EBF) <\/td>\n<\/tr>\n
139<\/td>\nF4. Buckling-Restrained Braced Frames (BRBF) <\/td>\n<\/tr>\n
147<\/td>\nF5. Special Plate Shear Walls (SPSW) <\/td>\n<\/tr>\n
153<\/td>\nChapter G – Composite Moment Frame Systems
G1. Composite Ordinary Moment Frames (C-OMF) <\/td>\n<\/tr>\n
154<\/td>\nG2. Composite Intermediate Moment Frames (C-IMF) <\/td>\n<\/tr>\n
157<\/td>\nG3. Composite Special Moment Frames (C-SMF) <\/td>\n<\/tr>\n
162<\/td>\nG4. Composite Partially Restrained Moment Frames (C-PRMF) <\/td>\n<\/tr>\n
165<\/td>\nChapter H – Composite Braced Frame and Shear Wall Systems
H1. Composite Ordinary Braced Frames (C-OBF) <\/td>\n<\/tr>\n
166<\/td>\nH2. Composite Special Concentrically Braced Frames (C-SCBF) <\/td>\n<\/tr>\n
169<\/td>\nH3. Composite Eccentrically Braced Frames (C-EBF) <\/td>\n<\/tr>\n
170<\/td>\nH4. Composite Ordinary Shear Walls (C-OSW) <\/td>\n<\/tr>\n
174<\/td>\nH5. Composite Special Shear Walls (C-SSW) <\/td>\n<\/tr>\n
178<\/td>\nH6. Composite Plate Shear Walls\u2014Concrete Encased (C-PSW\/CE) <\/td>\n<\/tr>\n
182<\/td>\nH7. Composite Plate Shear Walls\u2014Concrete Filled (C-PSW\/CF) <\/td>\n<\/tr>\n
186<\/td>\nH8. Coupled Composite Plate Shear Walls\u2014Concrete Filled (CC-PSW\/CF) <\/td>\n<\/tr>\n
192<\/td>\nChapter I – Fabrication and Erection
I1. Fabrication and Erection Documents <\/td>\n<\/tr>\n
193<\/td>\nI2. Fabrication and Erection <\/td>\n<\/tr>\n
195<\/td>\nChapter J – Quality Control and Quality Assurance
J1. General Provisions <\/td>\n<\/tr>\n
196<\/td>\nJ2. Fabricator and Erector Quality Control Program
J3. Fabricator and Erector Documents <\/td>\n<\/tr>\n
197<\/td>\nJ4. Quality Assurance Agency Documents
J5. Inspection and Nondestructive Testing Personnel <\/td>\n<\/tr>\n
198<\/td>\nJ6. Inspection Tasks
J7. Welding Inspection and Nondestructive Testing <\/td>\n<\/tr>\n
202<\/td>\nJ8. Inspection of High-Strength Bolting
J9. Other Steel Structure Inspections
J10. Inspection of Composite Structures <\/td>\n<\/tr>\n
203<\/td>\nJ11. Inspection of H-Piles <\/td>\n<\/tr>\n
205<\/td>\nChapter K – Prequalification and Cyclic Qualification Testing Provisions
K1. Prequalification of Beam-to-Column and Link-to-Column Connections <\/td>\n<\/tr>\n
209<\/td>\nK2. Cyclic Tests for Qualification of Beam-to-Column and Link-to-Column Connections <\/td>\n<\/tr>\n
218<\/td>\nK3. Cyclic Tests for Qualification of Buckling-Restrained Braces <\/td>\n<\/tr>\n
224<\/td>\nAppendix 1 – Design Verification Using Nonlinear Response History Analysis
1.1 Scope <\/td>\n<\/tr>\n
225<\/td>\n1.2 Earthquake Ground Motions
1.3 Load Factors and Combinations
1.4 General Modeling Requirements
1.5 Member Modeling Requirements <\/td>\n<\/tr>\n
228<\/td>\n1.6 Connection Modeling Requirements <\/td>\n<\/tr>\n
229<\/td>\n1.7 System Requirements <\/td>\n<\/tr>\n
230<\/td>\n1.8 Global Acceptance Criteria <\/td>\n<\/tr>\n
235<\/td>\nCommentary <\/td>\n<\/tr>\n
236<\/td>\nCommentary Symbols <\/td>\n<\/tr>\n
241<\/td>\nChapter A – General Requirements <\/td>\n<\/tr>\n
255<\/td>\nChapter B – General Design Requirements <\/td>\n<\/tr>\n
260<\/td>\nChapter C – Analysis <\/td>\n<\/tr>\n
265<\/td>\nChapter D – General Member and Connection Design Requirements <\/td>\n<\/tr>\n
302<\/td>\nChapter E – Moment Frame Systems <\/td>\n<\/tr>\n
345<\/td>\nChapter F – Braced Frame and Shear Wall Systems <\/td>\n<\/tr>\n
422<\/td>\nChapter G – Composite Moment Frame Systems <\/td>\n<\/tr>\n
435<\/td>\nChapter H – Composite Braced Frame and Shear Wall Systems <\/td>\n<\/tr>\n
470<\/td>\nChapter I – Fabrication and Erection <\/td>\n<\/tr>\n
473<\/td>\nChapter J – Quality Control and Quality Assurance <\/td>\n<\/tr>\n
481<\/td>\nChapter K – Prequalification and Cyclic Qualification Testing Provisions <\/td>\n<\/tr>\n
504<\/td>\nAppendix 1 – Design Verification Using Nonlinear Response History Analysis <\/td>\n<\/tr>\n
514<\/td>\nReferences <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ANSI\/AISC 341-22 – Seismic Provisions for 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>\n546<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":439785,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-439782","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\/439782","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\/439785"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=439782"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=439782"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=439782"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}