{"id":463892,"date":"2024-10-20T10:31:21","date_gmt":"2024-10-20T10:31:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d824-2024\/"},"modified":"2024-10-26T19:23:59","modified_gmt":"2024-10-26T19:23:59","slug":"aisc-d824-2024","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d824-2024\/","title":{"rendered":"AISC D824 2024"},"content":{"rendered":"

Design Guide 24, 2nd Ed., provides a much-anticipated update to AISC<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nHollow Structural Section Connections, 2nd Ed. <\/td>\n<\/tr>\n
3<\/td>\nInside Cover Page <\/td>\n<\/tr>\n
4<\/td>\nCopyright <\/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 Scope <\/td>\n<\/tr>\n
12<\/td>\n1.1.1 Prominent Design Resources for HSS Connections <\/td>\n<\/tr>\n
14<\/td>\n1.2 Principles of HSS Connection Design <\/td>\n<\/tr>\n
15<\/td>\n1.3 Manufacturing of Hollow Sections
1.3.1 Terminology and Designations <\/td>\n<\/tr>\n
16<\/td>\n1.3.2 Production Methods <\/td>\n<\/tr>\n
18<\/td>\n1.4 Manufacturing Standards and Properties
1.4.1 ASTM A500\/A500M
1.4.2 ASTM A1085\/A1085M <\/td>\n<\/tr>\n
19<\/td>\n1.4.3 ASTM A1065\/A1065M
1.4.4 ASTM A847\/A847M <\/td>\n<\/tr>\n
20<\/td>\n1.4.5 ASTM A53\/A53M
1.4.6 ASTM A501\/A501M
1.4.7 ASTM A618\/A618M <\/td>\n<\/tr>\n
21<\/td>\n1.4.8 ASTM A1110\/A1110M
1.4.9 ASTM A1112\/A1112M
1.4.10 API 5L <\/td>\n<\/tr>\n
22<\/td>\n1.4.11 CAN\/CSA G40.20\/G40.21 <\/td>\n<\/tr>\n
24<\/td>\n1.5 Advantages of HSS
1.5.1 AESS
1.5.2 Torsion
1.5.3 Compression <\/td>\n<\/tr>\n
25<\/td>\n1.5.4 Surface Area
1.5.5 Concrete Filling <\/td>\n<\/tr>\n
26<\/td>\n1.5.6 Resistance to Fluid Flow <\/td>\n<\/tr>\n
27<\/td>\n1.5.7 Cold Bending or Hot Bending <\/td>\n<\/tr>\n
28<\/td>\n1.5.8 Connecting to Steel Castings
1.6 Other Considerations
1.6.1 Galvanizing and Metalizing <\/td>\n<\/tr>\n
29<\/td>\n1.6.2 Notch Toughness <\/td>\n<\/tr>\n
30<\/td>\n1.6.3 Internal Corrosion and Freezing <\/td>\n<\/tr>\n
31<\/td>\n1.6.4 Fire Protection <\/td>\n<\/tr>\n
33<\/td>\nChapter 2 Limit States for HSS Connections
2.1 Evolution of HSS Connection Design in the AISC Specification <\/td>\n<\/tr>\n
34<\/td>\n2.2 Strength vs. Deformation Limit States <\/td>\n<\/tr>\n
35<\/td>\n2.3 Limit State of Wall Plastification <\/td>\n<\/tr>\n
36<\/td>\n2.3.1 Yield-Line Theory
2.3.2 Rectangular HSS Chord T-, Y-, and Cross\u2011Connections <\/td>\n<\/tr>\n
39<\/td>\n2.3.3 Rectangular HSS Chord K-Connections
2.3.4 Round HSS Chord Connections <\/td>\n<\/tr>\n
41<\/td>\n2.4 Limit State of Shear Yielding (Punching Shear) <\/td>\n<\/tr>\n
42<\/td>\n2.4.1 Rectangular HSS Chord Connections <\/td>\n<\/tr>\n
43<\/td>\n2.4.2 Round HSS Chord Connections
2.5 Limit State of Local Yielding of Branch Due to Uneven Load Distribution <\/td>\n<\/tr>\n
45<\/td>\n2.6 Limit State of Local Yielding of Chord Side Walls <\/td>\n<\/tr>\n
46<\/td>\n2.7 Limit State of Local Crippling of Chord Side Walls <\/td>\n<\/tr>\n
47<\/td>\n2.8 Limit State of Buckling of Chord Side Walls <\/td>\n<\/tr>\n
48<\/td>\n2.9 Limit State of Shearing of Chord Cross Section <\/td>\n<\/tr>\n
49<\/td>\n2.10 Limit State of Local Buckling of Chord Connecting Face
2.11 Limit State of Shear Yielding of Overlapped Branches <\/td>\n<\/tr>\n
50<\/td>\n2.12 Limit State of Chord Distortional Failure <\/td>\n<\/tr>\n
51<\/td>\n2.13 Design Outside the Limits of Applicability <\/td>\n<\/tr>\n
53<\/td>\nChapter 3 Welding
3.1 Types of HSS Welds
3.1.1 Fillet Welds <\/td>\n<\/tr>\n
56<\/td>\n3.1.2 PJP Groove Welds <\/td>\n<\/tr>\n
57<\/td>\n3.1.3 PJP Groove Welds Reinforced with Fillet Welds
3.1.4 Flare-Bevel and Flare-V Groove Welds <\/td>\n<\/tr>\n
60<\/td>\n3.1.5 CJP Groove Welds <\/td>\n<\/tr>\n
61<\/td>\n3.2 Weld Inspection <\/td>\n<\/tr>\n
62<\/td>\n3.3 Cutting and Welding Overlapping Hollow Sections <\/td>\n<\/tr>\n
65<\/td>\n3.4 Fillet Welds in Shear Connections <\/td>\n<\/tr>\n
67<\/td>\n3.5 Weld Effective Lengths
3.5.1 Welds of Plates and Branches to Rectangular HSS <\/td>\n<\/tr>\n
70<\/td>\n3.5.2 Welds between Round HSS <\/td>\n<\/tr>\n
72<\/td>\n3.6 Welded Joint Design Examples
Example 3.1\u2014Skewed Fillet Welds <\/td>\n<\/tr>\n
73<\/td>\nExample 3.2\u2014Fillet Weld Size in Shear Connection <\/td>\n<\/tr>\n
76<\/td>\nExample 3.3\u2014Transverse Weld to a Square or Rectangular HSS <\/td>\n<\/tr>\n
78<\/td>\nExample 3.4\u2014Welds to a Rectangular HSS Overlapped K-Connection Using Effective Lengths <\/td>\n<\/tr>\n
82<\/td>\nExample 3.5\u2014Welds to a Rectangular HSS Overlapped K-Connection to Develop Branch Capacity <\/td>\n<\/tr>\n
85<\/td>\nChapter 4 Mechanical Fasteners and Bolted Joints <\/td>\n<\/tr>\n
86<\/td>\n4.1 Bolted HSS Limit States
4.1.1 Tension Pull-Out
4.1.2 HSS Wall Distortion <\/td>\n<\/tr>\n
87<\/td>\n4.2 Fasteners in Shear
4.3 Fasteners in Tension
4.3.1 Prying Action <\/td>\n<\/tr>\n
88<\/td>\n4.4 Fasteners in Combined Shear and Tension <\/td>\n<\/tr>\n
90<\/td>\n4.5 Other Mechanical Fasteners
4.5.1 Through Bolts <\/td>\n<\/tr>\n
91<\/td>\n4.5.2 Blind Bolts <\/td>\n<\/tr>\n
92<\/td>\n4.5.3 Threaded Studs
4.5.4 Powder-Actuated Fasteners
4.5.5 Screws <\/td>\n<\/tr>\n
93<\/td>\n4.6 Bolted Joint Design Examples
Example 4.1\u2014 Through Bolts in Shear <\/td>\n<\/tr>\n
96<\/td>\nExample 4.2\u2014Threaded Studs in Tension <\/td>\n<\/tr>\n
100<\/td>\nExample 4.3\u2014Bolts in Tension <\/td>\n<\/tr>\n
105<\/td>\nChapter 5 Shear Connections
5.1 Applicable Limit States
5.1.1 Shear Yielding
5.1.2 Yield Line Mechanism <\/td>\n<\/tr>\n
106<\/td>\n5.2 Wide-Flange Beam-to-HSS Column Connections
5.2.1 Single-Plate Connections <\/td>\n<\/tr>\n
107<\/td>\n5.2.2 Single-Angle Connections <\/td>\n<\/tr>\n
108<\/td>\n5.2.3 Double-Angle Connections
5.2.4 WT Connections <\/td>\n<\/tr>\n
109<\/td>\n5.2.5 Unstiffened Seat Connections
5.2.6 Stiffened Seat Connections
5.2.7 Through-Plate Connections <\/td>\n<\/tr>\n
111<\/td>\n5.2.8 Shear Connections to Round HSS
5.3 High Shear Load Connections <\/td>\n<\/tr>\n
112<\/td>\n5.4 HSS Beam-to-HSS Column Connections <\/td>\n<\/tr>\n
113<\/td>\n5.5 Shear Connection Design Examples
Example 5.1\u2014Single Plate-to-HSS Connection <\/td>\n<\/tr>\n
118<\/td>\nExample 5.2\u2014Double Angle-to-Narrow HSS Connection <\/td>\n<\/tr>\n
124<\/td>\nExample 5.3\u2014Through Plate-to-HSS Connection <\/td>\n<\/tr>\n
131<\/td>\nChapter 6 Moment Connections <\/td>\n<\/tr>\n
132<\/td>\n6.1 Continuous Beam Over HSS Column <\/td>\n<\/tr>\n
133<\/td>\n6.2 External Diaphragm Plate (Cut-Out Plate) Flange-Plated
6.3 Welded Tee Flange <\/td>\n<\/tr>\n
134<\/td>\n6.4 Directly Welded <\/td>\n<\/tr>\n
135<\/td>\n6.5 Through-Plate Flange-Plated <\/td>\n<\/tr>\n
136<\/td>\n6.6 Internal Diaphragm Plate <\/td>\n<\/tr>\n
137<\/td>\n6.7 Moment Connection Design Examples
EXAMPLE 6.1\u2014Beam over HSS Column Connection <\/td>\n<\/tr>\n
144<\/td>\nEXAMPLE 6.2\u2014External Diaphragm Plate (Cut-Out Plate) Flange-Plated Connection <\/td>\n<\/tr>\n
155<\/td>\nEXAMPLE 6.3\u2014Directly Welded Connection <\/td>\n<\/tr>\n
161<\/td>\nEXAMPLE 6.4\u2014Through-Plate Flange-Plated Connection <\/td>\n<\/tr>\n
170<\/td>\nEXAMPLE 6.5\u2014Welded WT Flange Connection <\/td>\n<\/tr>\n
183<\/td>\nChapter 7 Tension and Compression Connections
7.1 End-Tee Connections <\/td>\n<\/tr>\n
186<\/td>\n7.2 Slotted HSS-to-Gusset Plate Connections <\/td>\n<\/tr>\n
188<\/td>\n7.3 End-Plate Connections <\/td>\n<\/tr>\n
190<\/td>\n7.3.1 End Plate on Round HSS <\/td>\n<\/tr>\n
191<\/td>\n7.3.2 End Plate on Rectangular HSS with Bolts on Four Sides <\/td>\n<\/tr>\n
194<\/td>\n7.3.3 End Plate on Rectangular HSS with Bolts on Two Sides <\/td>\n<\/tr>\n
195<\/td>\n7.4 Sandwich Gusset Plates
7.5 Tension and Compression Connection Design Examples
EXAMPLE 7.1\u2014End-Tee Connection <\/td>\n<\/tr>\n
207<\/td>\nEXAMPLE 7.2\u2014Slotted Round HSS-to-Gusset Plate Connection <\/td>\n<\/tr>\n
214<\/td>\nEXAMPLE 7.3\u2014End Plate on Round HSS Connection <\/td>\n<\/tr>\n
219<\/td>\nEXAMPLE 7.4\u2014End Plate on Rectangular HSS Connection (Bolts on Four Sides) <\/td>\n<\/tr>\n
225<\/td>\nChapter 8 Line Loads and Concentrated Forces on HSS
8.1 Scope And Basis <\/td>\n<\/tr>\n
226<\/td>\n8.2 Limit States
8.2.1 Branch Plates-to-Round HSS <\/td>\n<\/tr>\n
227<\/td>\n8.2.2 Branch Plates-to-Rectangular HSS <\/td>\n<\/tr>\n
230<\/td>\n8.2.3 Through Plates-to-Round HSS <\/td>\n<\/tr>\n
231<\/td>\n8.2.4 Through Plates and Stiffened Plates to Rectangular HSS <\/td>\n<\/tr>\n
232<\/td>\n8.3 Branch-Plate and Through-Plate Connection Available Strength Tables
8.4 Cap-Plate Connections
8.4.1 Closure of an Open End <\/td>\n<\/tr>\n
237<\/td>\n8.4.2 Axial Compression or Tension on a Cap Plate from a Tee-Stub
8.4.3 Compression on a Cap Plate from a Beam, Girder, or Joist <\/td>\n<\/tr>\n
238<\/td>\n8.5 Line Load Connection Design Examples
EXAMPLE 8.1\u2014Longitudinal Branch-Plate\/Through-Plate Connection with Rectangular HSS <\/td>\n<\/tr>\n
242<\/td>\nEXAMPLE 8.2\u2014Wide-Flange Beam-to-Round HSS Column Moment Connection <\/td>\n<\/tr>\n
246<\/td>\nEXAMPLE 8.3\u2014Transverse Branch-Plate Connection with Rectangular HSS <\/td>\n<\/tr>\n
251<\/td>\nChapter 9 HSS-to-HSS Truss Connections
9.1 Scope and Basis <\/td>\n<\/tr>\n
252<\/td>\n9.2 Notation, Terminology, and Limit States
9.2.1 Gap, Overlap, and Eccentricity in K-Connections <\/td>\n<\/tr>\n
253<\/td>\n9.2.2 Limit States <\/td>\n<\/tr>\n
254<\/td>\n9.3 Connection Classification <\/td>\n<\/tr>\n
256<\/td>\n9.4 Truss Modeling and Member Design <\/td>\n<\/tr>\n
257<\/td>\n9.5 Round HSS Branches to a Rectangular HSS Chord <\/td>\n<\/tr>\n
259<\/td>\n9.6 KT-Connections
9.6.1 Methods of Analysis <\/td>\n<\/tr>\n
262<\/td>\n9.7 HSS-to-HSS Truss Connection Available Strength Tables
9.8 Multi-Planar Connections <\/td>\n<\/tr>\n
270<\/td>\n9.8.1 XX-Connection Design <\/td>\n<\/tr>\n
271<\/td>\n9.8.2 KK-Connection Design <\/td>\n<\/tr>\n
273<\/td>\n9.8.3 Fabrication Aspects with KK-Connections <\/td>\n<\/tr>\n
274<\/td>\n9.9 Truss Connection Design Examples
EXAMPLE 9.1\u2014Y-Connection with Round HSS <\/td>\n<\/tr>\n
278<\/td>\nEXAMPLE 9.2\u2014Overlapped K-Connection with Round HSS <\/td>\n<\/tr>\n
282<\/td>\nEXAMPLE 9.3\u2014Cross-Connection with Rectangular HSS <\/td>\n<\/tr>\n
287<\/td>\nEXAMPLE 9.4\u2014Overlapped K-Connection with Rectangular HSS <\/td>\n<\/tr>\n
293<\/td>\nEXAMPLE 9.5\u2014Gapped K-Connection with Square HSS and Unbalanced Branch Loads <\/td>\n<\/tr>\n
302<\/td>\nEXAMPLE 9.6\u2014Overlapped KT-Connection with Square HSS <\/td>\n<\/tr>\n
309<\/td>\nChapter 10 HSS-to-HSS Moment Connections
10.1 Scope and Basis
10.1.1 Vierendeel Connections <\/td>\n<\/tr>\n
310<\/td>\n10.2 Limit States
10.2.1 In-Plane Bending of Branch(es) <\/td>\n<\/tr>\n
314<\/td>\n10.2.2 Out-of-Plane Bending of Branch(es) <\/td>\n<\/tr>\n
317<\/td>\n10.3 HSS-to-HSS Moment Connection Available Strength Tables <\/td>\n<\/tr>\n
321<\/td>\n10.4 HSS-to-HSS Moment Connection Design Examples
EXAMPLE 10.1\u2014Cross-Connection with Round HSS under Branch In-Plane Bending <\/td>\n<\/tr>\n
324<\/td>\nEXAMPLE 10.2\u2014Vierendeel Connection with Square HSS under Branch In-Plane Bending <\/td>\n<\/tr>\n
331<\/td>\nEXAMPLE 10.3\u2014Cross-Connection with Rectangular HSS under Branch Out-of-Plane Bending <\/td>\n<\/tr>\n
334<\/td>\nEXAMPLE 10.4\u2014T-Connection with Rectangular HSS under Branch Out-of-Plane Bending <\/td>\n<\/tr>\n
339<\/td>\nSymbols <\/td>\n<\/tr>\n
345<\/td>\nReferences <\/td>\n<\/tr>\n
356<\/td>\nBack Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 24: Hollow Structural Section Connections (Second Edition)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2024<\/td>\n356<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":463897,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-463892","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\/463892","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\/463897"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=463892"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=463892"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=463892"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}