{"id":463904,"date":"2024-10-20T10:31:26","date_gmt":"2024-10-20T10:31:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d839-2023\/"},"modified":"2024-10-26T19:24:01","modified_gmt":"2024-10-26T19:24:01","slug":"aisc-d839-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d839-2023\/","title":{"rendered":"AISC D839 2023"},"content":{"rendered":"

End-plate moment connections are a simple approach to provide a quick-to-erect fully rigid connection without the need for field welding. This Design Guide centralizes AISC<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nEnd-Plate Moment Connections <\/td>\n<\/tr>\n
4<\/td>\nCopyright
\n <\/td>\n<\/tr>\n
5<\/td>\nAuthors\/Acknowledgments\/Preface <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
11<\/td>\nChapter 1 Introduction
1.1 Typical Applications
1.2 Overview of this Design Guide <\/td>\n<\/tr>\n
13<\/td>\n1.3 Classifications of End-Plate Moment Connections <\/td>\n<\/tr>\n
14<\/td>\n1.4 Introduction to Seismic Considerations <\/td>\n<\/tr>\n
17<\/td>\nChapter 2 Background
2.1 Introduction <\/td>\n<\/tr>\n
18<\/td>\n2.2 Development of Design Procedures
2.2.1 Experiments Used to Validate Design Proceduresin This Design Guide
2.2.2 Development of Design Procedures <\/td>\n<\/tr>\n
21<\/td>\n2.3 Selected Key Experimental Programs Around The World <\/td>\n<\/tr>\n
22<\/td>\n2.4 Investigations for Specific Topics
2.4.1 Experiments Focused on Bolt Behavior in End-Plate Moment Connections
2.4.2 Experiments with Variations on the Flange-to-End-Plate Welds <\/td>\n<\/tr>\n
23<\/td>\n2.4.3 Investigations for Combined Bending and Axial Force
2.4.4 Panel Zone Behavior and Tension Field Action Adjacent to an End Plate <\/td>\n<\/tr>\n
24<\/td>\n2.4.5 Connection to Minor Axis of an I-Shaped Column <\/td>\n<\/tr>\n
25<\/td>\n2.4.6 Connection to HSS Column
2.4.7 Column Flange Washer Plates
2.4.8 Effect of Composite Slab <\/td>\n<\/tr>\n
26<\/td>\n2.4.9 Stiffener Geometry for Stiffened Extended End Plates <\/td>\n<\/tr>\n
27<\/td>\n2.4.10 Sloping End-Plate Moment Connections <\/td>\n<\/tr>\n
28<\/td>\n2.4.11 Additional Topics <\/td>\n<\/tr>\n
29<\/td>\n2.5 Computational Simulation and Analytical Methods
2.5.1 Finite Element Method <\/td>\n<\/tr>\n
30<\/td>\n2.5.2 Component Stiffness Models of End-Plate Moment Connections <\/td>\n<\/tr>\n
33<\/td>\nChapter 3 Overview of Design Concepts
3.1 Overview <\/td>\n<\/tr>\n
35<\/td>\n3.2 Connection Stiffness and Use as Fully Restrained Connection <\/td>\n<\/tr>\n
36<\/td>\n3.3 Design for End-Plate Flexural Yielding <\/td>\n<\/tr>\n
43<\/td>\n3.4 Design of Bolts to Resist Flexure in the Connection <\/td>\n<\/tr>\n
46<\/td>\n3.5 Design for Axial and Shear Forces <\/td>\n<\/tr>\n
47<\/td>\n3.6 Applying Design Principles to Sloped Connections <\/td>\n<\/tr>\n
48<\/td>\n3.7 Additional Limit States and Assumptions
3.7.1 Limit State Checklist <\/td>\n<\/tr>\n
49<\/td>\n3.7.2 Assumptions <\/td>\n<\/tr>\n
50<\/td>\n3.7.3 Column Panel Zone Strength <\/td>\n<\/tr>\n
53<\/td>\n3.7.4 End-Plate Stiffener Requirements <\/td>\n<\/tr>\n
54<\/td>\n3.7.5 Beam and Stiffener Welds to End Plate <\/td>\n<\/tr>\n
56<\/td>\n3.7.6 Column-Side Limit States <\/td>\n<\/tr>\n
59<\/td>\nChapter 4 Design Considerations
4.1 Design Choices
4.1.1 Thick vs. Thin End-Plate Design for Gravity, Wind, and Low-Seismic-Ductility Design
4.1.2 Limits on Parameters Based on Range Tested
4.1.3 Materials <\/td>\n<\/tr>\n
60<\/td>\n4.2 Detailing Issues
4.2.1 Fit-Up Issues
4.2.2 Bolt and End-Plate Detailing <\/td>\n<\/tr>\n
62<\/td>\n4.2.3 Welds and Weld Access Holes
4.2.4 Composite Slabs <\/td>\n<\/tr>\n
63<\/td>\n4.2.5 Stiffener and Cap Plate Detailing <\/td>\n<\/tr>\n
65<\/td>\nChapter 5 Gravity, Wind, and Low-Seismic-Ductility Design
5.1 Design Equations
5.1.1 Thick End-Plate Design Procedure <\/td>\n<\/tr>\n
66<\/td>\n5.1.2 Thin End-Plate Design Procedure <\/td>\n<\/tr>\n
68<\/td>\n5.1.3 Design Procedure <\/td>\n<\/tr>\n
69<\/td>\n5.2 Flush End-Plate Connections
5.2.1 Design Tables and Limitations <\/td>\n<\/tr>\n
76<\/td>\n5.2.2 Flush Thick End-Plate Analysis Examples
EXAMPLE 5.2-1\u2014Two-Bolt Flush Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
87<\/td>\nEXAMPLE 5.2-2\u2014Four-Bolt Flush Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
93<\/td>\nEXAMPLE 5.2-3\u2014Four-Bolt Flush Stiffened with Web Stiffener Plates between the Tension Bolts Thick End-Plate Example <\/td>\n<\/tr>\n
101<\/td>\nEXAMPLE 5.2-4\u2014Four-Bolt Flush Stiffened with Web Stiffeners below the Tension Bolts Thick End-Plate Example <\/td>\n<\/tr>\n
109<\/td>\nEXAMPLE 5.2-5\u2014Six-Bolt Flush Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
115<\/td>\nEXAMPLE 5.2-6\u2014Six-Bolt Flush Four-Wide\/Two-Wide Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
122<\/td>\n5.3 Extended End-Plate Connections
5.3.1 Design Tables and Limitations <\/td>\n<\/tr>\n
132<\/td>\n5.3.2 Extended Thick End-Plate Analysis Examples <\/td>\n<\/tr>\n
133<\/td>\nEXAMPLE 5.3-1\u2014Four-Bolt Extended Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
148<\/td>\nEXAMPLE 5.3-2\u2014Four-Bolt Extended Stiffened Thick End-Plate Example <\/td>\n<\/tr>\n
162<\/td>\nEXAMPLE 5.3-3\u2014Multiple-Row Extended 1\/2 Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
169<\/td>\nEXAMPLE 5.3-4\u2014Multiple-Row Extended 1\/3 Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
176<\/td>\nEXAMPLE 5.3-5\u2014Multiple-Row Extended 1\/3 Stiffened Thick End-Plate Example <\/td>\n<\/tr>\n
183<\/td>\nEXAMPLE 5.3-6\u2014Eight-Bolt Extended Four-Wide Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
190<\/td>\nEXAMPLE 5.3-7\u2014Eight-Bolt Extended Stiffened Thick End-Plate Example <\/td>\n<\/tr>\n
198<\/td>\nEXAMPLE 5.3-8\u201412-Bolt Multiple-Row Extended 1\/3 Four-Wide\/Two-Wide Unstiffened Thick End-Plate Example <\/td>\n<\/tr>\n
205<\/td>\nEXAMPLE 5.3-9\u201412-Bolt Extended Stiffened Thick End-Plate Example <\/td>\n<\/tr>\n
215<\/td>\nChapter 6 High-Seismic-Ductility Design
6.1 Introduction and Design Approach
6.2 Design Requirements
6.2.1 General <\/td>\n<\/tr>\n
216<\/td>\n6.2.2 Geometric Limitations for Beams, Columns, Bolts, and End Plates <\/td>\n<\/tr>\n
218<\/td>\n6.2.3 Design Requirements for Bolts <\/td>\n<\/tr>\n
220<\/td>\n6.2.4 Design Requirements for End Plates <\/td>\n<\/tr>\n
223<\/td>\n6.2.5 Design Requirements for End-Plate Stiffeners
6.2.6 Detailing of Composite Slabs at End-Plate Connections
6.2.7 Weld Design and Detailing Requirements <\/td>\n<\/tr>\n
224<\/td>\n6.2.8 Column-Side Limit States <\/td>\n<\/tr>\n
228<\/td>\n6.3 Design Examples
EXAMPLE 6.3-1\u2014Four-Bolt Extended Unstiffened End-Plate Example <\/td>\n<\/tr>\n
244<\/td>\nEXAMPLE 6.3-2\u2014Four-Bolt Extended Stiffened End-Plate Example <\/td>\n<\/tr>\n
257<\/td>\nEXAMPLE 6.3-3\u2014Eight-Bolt Extended Stiffened End-Plate Example <\/td>\n<\/tr>\n
273<\/td>\nAPPENDIX A Column-Side Yield Line Parameters <\/td>\n<\/tr>\n
287<\/td>\nAPPENDIX B Gravity, Wind, and Low-Seismic-Ductility Thin End-Plate Design Examples
B.1 Connection Examples
B.2 Flush Thin End-Plate Connections
EXAMPLE B.2-1\u2014Two-Bolt Flush Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
292<\/td>\nEXAMPLE B.2-2\u2014Four-Bolt Flush Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
297<\/td>\nEXAMPLE B.2-3\u2014Four-Bolt Flush Stiffened with Web Stiffener between the Tension Bolts Thin End-Plate Example <\/td>\n<\/tr>\n
302<\/td>\nEXAMPLE B.2-4\u2014Four-Bolt Flush Stiffened with Web Stiffener below the Tension Bolts Thin End-Plate Example <\/td>\n<\/tr>\n
307<\/td>\nEXAMPLE B.2-5\u2014Six-Bolt Flush Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
312<\/td>\nEXAMPLE B.2-6\u2014Six-Bolt Flush Four-Wide\/Two-Wide Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
317<\/td>\nB.3 Extended Thin End-Plate Connections
EXAMPLE B.3-1\u2014Four-Bolt Extended Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
324<\/td>\nEXAMPLE B.3-2\u2014Four-Bolt Extended Stiffened Thin End-Plate Example <\/td>\n<\/tr>\n
331<\/td>\nEXAMPLE B.3-3\u2014Multiple-Row Extended 1\/2 Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
338<\/td>\nEXAMPLE B.3-4\u2014Multiple-Row Extended 1\/3 Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
344<\/td>\nEXAMPLE B.3-5\u2014Multiple-Row Extended 1\/3 Stiffened Thin End-Plate Example <\/td>\n<\/tr>\n
350<\/td>\nEXAMPLE B.3-6\u2014Eight-Bolt Extended Four-Wide Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
357<\/td>\nEXAMPLE B.3-7\u2014Eight-Bolt Extended Stiffened Thin End-Plate Example <\/td>\n<\/tr>\n
367<\/td>\nEXAMPLE B.3-8\u201412-Bolt Multiple-Row Extended 1\/3 Four-Wide\/Two-Wide Unstiffened Thin End-Plate Example <\/td>\n<\/tr>\n
373<\/td>\nEXAMPLE B.3-9\u201412-Bolt Extended Stiffened Thin End-Plate Example <\/td>\n<\/tr>\n
381<\/td>\nSymbols <\/td>\n<\/tr>\n
387<\/td>\nReferences <\/td>\n<\/tr>\n
404<\/td>\nBack Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 39: End-Plate Moment Connections<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2023<\/td>\n404<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":463907,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-463904","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\/463904","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\/463907"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=463904"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=463904"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=463904"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}