{"id":191142,"date":"2024-10-19T12:04:41","date_gmt":"2024-10-19T12:04:41","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a341-10w\/"},"modified":"2024-10-25T04:32:54","modified_gmt":"2024-10-25T04:32:54","slug":"aisc-a341-10w","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a341-10w\/","title":{"rendered":"AISC A341 10W"},"content":{"rendered":"

This ANSI-approved specification is a companion to the Specification for Structural Steel Buildings (ANSI\/AISC 360-10) that extends coverage to the connection detailing and member design requirements for structural steel and composite systems in high-seismic applications. The 2010 edition of the AISC Seismic Provisions and Commentary supersedes the 2005 edition. A number of major changes were made in this edition and a cross reference list following the table of contents provides a reference to the corresponding section of the 2005 Seismic Provisions. Both LRFD and ASD methods of design are incorporated. Dual-units format provides for both U.S. customary and S.I. units.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
2<\/td>\nCopyright <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
29<\/td>\nCROSS REFERENCE <\/td>\n<\/tr>\n
33<\/td>\nSYMBOLS <\/td>\n<\/tr>\n
39<\/td>\nGLOSSARY <\/td>\n<\/tr>\n
45<\/td>\nACRONYMS <\/td>\n<\/tr>\n
47<\/td>\nCHAPTER A GENERAL REQUIREMENTS
A1. SCOPE <\/td>\n<\/tr>\n
48<\/td>\nA2. REFERENCED SPECIFICATIONS, CODES AND STANDARDS
A3. MATERIALS 1. Material Specifications <\/td>\n<\/tr>\n
52<\/td>\nA4. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS 1. General <\/td>\n<\/tr>\n
54<\/td>\nCHAPTER B GENERAL DESIGN REQUIREMENTS
B1. GENERAL SEISMIC DESIGN REQUIREMENTS
B2. LOADS AND LOAD COMBINATIONS <\/td>\n<\/tr>\n
55<\/td>\nB3. DESIGN BASIS 1. Required Strength
B4. SYSTEM TYPE <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER C ANALYSIS
C1. GENERAL REQUIREMENTS
C2. ADDITIONAL REQUIREMENTS
C3. NONLINEAR ANALYSIS <\/td>\n<\/tr>\n
57<\/td>\nCHAPTER D GENERAL MEMBER AND CONNECTION DESIGN REQUIREMENTS
D1. MEMBER REQUIREMENTS <\/td>\n<\/tr>\n
66<\/td>\nD2. CONNECTIONS 1. General <\/td>\n<\/tr>\n
72<\/td>\nD3. DEFORMATION COMPATIBILITY OF NON-SFRS MEMBERS AND CONNECTIONS
D4. H-PILES 1. Design Requirements <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER E MOMENT-FRAME SYSTEMS
E1. ORDINARY MOMENT FRAMES (OMF) 1. Scope <\/td>\n<\/tr>\n
76<\/td>\nE2. INTERMEDIATE MOMENT FRAMES (IMF) 1. Scope <\/td>\n<\/tr>\n
80<\/td>\nE3. SPECIAL MOMENT FRAMES (SMF) 1. Scope <\/td>\n<\/tr>\n
89<\/td>\nE4. SPECIAL TRUSS MOMENT FRAMES (STMF) 1. Scope <\/td>\n<\/tr>\n
93<\/td>\nE5. ORDINARY CANTILEVER COLUMN SYSTEMS (OCCS) 1. Scope <\/td>\n<\/tr>\n
94<\/td>\nE6. SPECIAL CANTILEVER COLUMN SYSTEMS (SCCS) 1. Scope <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER F BRACED-FRAME AND SHEAR-WALL SYSTEMS
F1. ORDINARY CONCENTRICALLY BRACED FRAMES (OCBF) 1. Scope <\/td>\n<\/tr>\n
98<\/td>\nF2. SPECIAL CONCENTRICALLY BRACED FRAMES (SCBF) 1. Scope <\/td>\n<\/tr>\n
103<\/td>\nF3. ECCENTRICALLY BRACED FRAMES (EBF) 1. Scope <\/td>\n<\/tr>\n
111<\/td>\nF4. BUCKLING-RESTRAINED BRACED FRAMES (BRBF) 1. Scope <\/td>\n<\/tr>\n
116<\/td>\nF5. SPECIAL PLATE SHEAR WALLS (SPSW) 1. Scope <\/td>\n<\/tr>\n
123<\/td>\nCHAPTER G COMPOSITE MOMENT-FRAME SYSTEMS
G1. COMPOSITE ORDINARY MOMENT FRAMES (C-OMF) 1. Scope <\/td>\n<\/tr>\n
124<\/td>\nG2. COMPOSITE INTERMEDIATE MOMENT FRAMES (C-IMF) 1. Scope <\/td>\n<\/tr>\n
127<\/td>\nG3. COMPOSITE SPECIAL MOMENT FRAMES (C-SMF) 1. Scope <\/td>\n<\/tr>\n
131<\/td>\nG4. COMPOSITE PARTIALLY RESTRAINED MOMENT FRAMES (C-PRMF) 1. Scope <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER H COMPOSITE BRACED-FRAME AND SHEAR-WALL SYSTEMS
H1. COMPOSITE ORDINARY BRACED FRAMES (C-OBF) 1. Scope <\/td>\n<\/tr>\n
135<\/td>\nH2. COMPOSITE SPECIAL CONCENTRICALLY BRACED FRAMES (C-SCBF) 1. Scope <\/td>\n<\/tr>\n
137<\/td>\nH3. COMPOSITE ECCENTRICALLY BRACED FRAMES (C-EBF) 1. Scope <\/td>\n<\/tr>\n
138<\/td>\nH4. COMPOSITE ORDINARY SHEAR WALLS (C-OSW) 1. Scope <\/td>\n<\/tr>\n
142<\/td>\nH5. COMPOSITE SPECIAL SHEAR WALLS (C-SSW) 1. Scope <\/td>\n<\/tr>\n
145<\/td>\nH6. COMPOSITE PLATE SHEAR WALLS (C-PSW) 1. Scope <\/td>\n<\/tr>\n
149<\/td>\nCHAPTER I FABRICATION AND ERECTION
I1. SHOP AND ERECTION DRAWINGS 1. Shop Drawings for Steel Construction <\/td>\n<\/tr>\n
150<\/td>\nI2. FABRICATION AND ERECTION 1. Protected Zone <\/td>\n<\/tr>\n
152<\/td>\nCHAPTER J QUALITY CONTROL AND QUALITY ASSURANCE
J1. SCOPE <\/td>\n<\/tr>\n
153<\/td>\nJ2. FABRICATOR AND ERECTOR DOCUMENTS 1. Documents to be Submitted for Steel Construction <\/td>\n<\/tr>\n
154<\/td>\nJ3. QUALITY ASSURANCE AGENCY DOCUMENTS
J4. INSPECTION AND NONDESTRUCTIVE TESTING PERSONNEL
J5. INSPECTION TASKS <\/td>\n<\/tr>\n
155<\/td>\nJ6. WELDING INSPECTION AND NONDESTRUCTIVE TESTING <\/td>\n<\/tr>\n
158<\/td>\nArea NDT <\/td>\n<\/tr>\n
159<\/td>\nJ7. INSPECTION OF HIGH-STRENGTH BOLTING <\/td>\n<\/tr>\n
161<\/td>\nJ8. OTHER STEEL STRUCTURE INSPECTIONS
J9. INSPECTION OF COMPOSITE STRUCTURES <\/td>\n<\/tr>\n
163<\/td>\nJ10. INSPECTION OF H-PILES <\/td>\n<\/tr>\n
164<\/td>\nCHAPTER K PREQUALIFICATION AND CYCLIC QUALIFICATION TESTING PROVISIONS
K1. PREQUALIFICATION OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS 1. Scope <\/td>\n<\/tr>\n
167<\/td>\nK2. CYCLIC TESTS FOR QUALIFICATION OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS 1. Scope <\/td>\n<\/tr>\n
175<\/td>\nK3. CYCLIC TESTS FOR QUALIFICATION OF BUCKLING-RESTRAINED BRACES 1. Scope <\/td>\n<\/tr>\n
181<\/td>\nCOMMENTARY
INTRODUCTION <\/td>\n<\/tr>\n
185<\/td>\nA1. SCOPE <\/td>\n<\/tr>\n
187<\/td>\nA2. REFERENCED SPECIFICATIONS, CODES AND STANDARDS
A3. MATERIALS 1. Material Specifications <\/td>\n<\/tr>\n
194<\/td>\nA4. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS 1. General <\/td>\n<\/tr>\n
197<\/td>\nB1. GENERAL SEISMIC DESIGN REQUIREMENTS
B2. LOADS AND LOAD COMBINATIONS <\/td>\n<\/tr>\n
199<\/td>\nB3. DESIGN BASIS 2. Available Strength <\/td>\n<\/tr>\n
200<\/td>\nC1. GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
202<\/td>\nC2. ADDITIONAL REQUIREMENTS <\/td>\n<\/tr>\n
204<\/td>\nC3. NONLINEAR ANALYSIS <\/td>\n<\/tr>\n
205<\/td>\nD1. MEMBER REQUIREMENTS 1. Classification of Sections for Ductility <\/td>\n<\/tr>\n
214<\/td>\nD2. CONNECTIONS 1. General <\/td>\n<\/tr>\n
230<\/td>\nD3. DEFORMATION COMPATIBILITY OF NON-SFRS MEMBERS AND CONNECTIONS <\/td>\n<\/tr>\n
232<\/td>\nD4. H-PILES <\/td>\n<\/tr>\n
235<\/td>\nE1. ORDINARY MOMENT FRAMES (OMF) 1. Scope <\/td>\n<\/tr>\n
239<\/td>\nE2. INTERMEDIATE MOMENT FRAMES (IMF) 1. Scope <\/td>\n<\/tr>\n
241<\/td>\nE3. SPECIAL MOMENT FRAMES (SMF) 1. Scope <\/td>\n<\/tr>\n
253<\/td>\nE4. SPECIAL TRUSS MOMENT FRAMES (STMF) 1. Scope <\/td>\n<\/tr>\n
258<\/td>\nE5. ORDINARY CANTILEVER COLUMN SYSTEMS (OCCS) 1. Scope <\/td>\n<\/tr>\n
259<\/td>\nE6. SPECIAL CANTILEVER COLUMN SYSTEMS (SCCS) 1. Scope <\/td>\n<\/tr>\n
261<\/td>\nF1. ORDINARY CONCENTRICALLY BRACED FRAMES (OCBF) 1. Scope <\/td>\n<\/tr>\n
263<\/td>\nF2. SPECIAL CONCENTRICALLY BRACED FRAMES (SCBF) 1. Scope <\/td>\n<\/tr>\n
278<\/td>\nF3. ECCENTRICALLY BRACED FRAMES (EBF) 1. Scope <\/td>\n<\/tr>\n
295<\/td>\nF4. BUCKLING-RESTRAINED BRACED FRAMES (BRBF) 1. Scope <\/td>\n<\/tr>\n
304<\/td>\nF5. SPECIAL PLATE SHEAR WALLS (SPSW) 1. Scope <\/td>\n<\/tr>\n
319<\/td>\nG1. COMPOSITE ORDINARY MOMENT FRAMES (C-OMF) 2. Basis of Design
G2. COMPOSITE INTERMEDIATE MOMENT FRAMES (C-IMF) 2. Basis of Design <\/td>\n<\/tr>\n
321<\/td>\nG3. COMPOSITE SPECIAL MOMENT FRAMES (C-SMF) 1. Scope <\/td>\n<\/tr>\n
326<\/td>\nG4. COMPOSITE PARTIALLY RESTRAINED MOMENT FRAMES (C-PRMF) 1. Scope <\/td>\n<\/tr>\n
331<\/td>\nH1. COMPOSITE ORDINARY BRACED FRAMES (C-OBF) <\/td>\n<\/tr>\n
333<\/td>\nH2. COMPOSITE SPECIAL CONCENTRICALLY BRACED FRAMES (C-SCBF) <\/td>\n<\/tr>\n
334<\/td>\nH3. COMPOSITE ECCENTRICALLY BRACED FRAMES (C-EBF) 1. Scope <\/td>\n<\/tr>\n
336<\/td>\nH4. COMPOSITE ORDINARY SHEAR WALLS (C-OSW) 1. Scope <\/td>\n<\/tr>\n
342<\/td>\nH5. COMPOSITE SPECIAL SHEAR WALLS (C-SSW) 1. Scope <\/td>\n<\/tr>\n
346<\/td>\nH6. COMPOSITE PLATE SHEAR WALLS (C-PSW) 1. Scope <\/td>\n<\/tr>\n
350<\/td>\nI1. SHOP AND ERECTION DRAWINGS
I2. FABRICATION AND ERECTION 1. Protected Zone <\/td>\n<\/tr>\n
352<\/td>\nJ1. SCOPE <\/td>\n<\/tr>\n
353<\/td>\nJ2. FABRICATOR AND ERECTOR DOCUMENTS 1. Documents to be Submitted for Steel Construction <\/td>\n<\/tr>\n
354<\/td>\nJ3. QUALITY ASSURANCE AGENCY DOCUMENTS
J4. INSPECTION AND NONDESTRUCTIVE TESTING PERSONNEL <\/td>\n<\/tr>\n
355<\/td>\nJ5. INSPECTION TASKS
J6. WELDING INSPECTION AND NONDESTRUCTIVE TESTING 1. Visual Welding Inspection <\/td>\n<\/tr>\n
356<\/td>\nArea NDT <\/td>\n<\/tr>\n
357<\/td>\nJ7. INSPECTION OF HIGH-STRENGTH BOLTING
J8. OTHER STEEL STRUCTURE INSPECTIONS <\/td>\n<\/tr>\n
358<\/td>\nJ9. INSPECTION OF COMPOSITE STRUCTURES
J10. INSPECTION OF H-PILES <\/td>\n<\/tr>\n
359<\/td>\nK1. PREQUALIFICATION OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS 1. Scope <\/td>\n<\/tr>\n
363<\/td>\nK2. CYCLIC TESTS FOR QUALIFICATION OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS 1. Scope <\/td>\n<\/tr>\n
371<\/td>\nK3. CYCLIC TESTS FOR QUALIFICATION OF BUCKLING-RESTRAINED BRACES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ANSI\/AISC 341-10: Seismic Provisions for Structural Steel Buildings, Third Printing 9\/2012<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2010<\/td>\n403<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":191144,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-191142","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\/191142","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\/191144"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=191142"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=191142"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=191142"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}