{"id":439789,"date":"2024-10-20T08:11:07","date_gmt":"2024-10-20T08:11:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a360-2022\/"},"modified":"2024-10-26T15:19:06","modified_gmt":"2024-10-26T15:19:06","slug":"aisc-a360-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a360-2022\/","title":{"rendered":"AISC A360 2022"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/AISC 360-22: Specification 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>\nDedication <\/td>\n<\/tr>\n
7<\/td>\nPreface <\/td>\n<\/tr>\n
11<\/td>\nTable of Contents <\/td>\n<\/tr>\n
33<\/td>\nSymbols <\/td>\n<\/tr>\n
52<\/td>\nGlossary <\/td>\n<\/tr>\n
67<\/td>\nAbbreviations <\/td>\n<\/tr>\n
69<\/td>\nChapter A – General Provisions
A1. Scope <\/td>\n<\/tr>\n
70<\/td>\nA2. Referenced Specifications, Codes, and Standards <\/td>\n<\/tr>\n
74<\/td>\nA3. Material <\/td>\n<\/tr>\n
79<\/td>\nA4. Structural Design Documents and Specifications <\/td>\n<\/tr>\n
82<\/td>\nA5. Approvals <\/td>\n<\/tr>\n
83<\/td>\nChapter B – Design Requirements
B1. General Provisions
B2. Loads and Load Combinations
B3. Design Basis <\/td>\n<\/tr>\n
87<\/td>\nB4. Member Properties <\/td>\n<\/tr>\n
93<\/td>\nB5. Fabrication and Erection
B6. Quality Control and Quality Assurance
B7. Evaluation of Existing Structures
B8. Dimensional Tolerances <\/td>\n<\/tr>\n
94<\/td>\nChapter C – Design for Stability
C1. General Stability Requirements <\/td>\n<\/tr>\n
95<\/td>\nC2. Calculation of Required Strengths <\/td>\n<\/tr>\n
99<\/td>\nC3. Calculation of Available Stregnths <\/td>\n<\/tr>\n
100<\/td>\nChapter D – Design of Members for Tension
D1. Slenderness Limitations
D2. Tensile Strength <\/td>\n<\/tr>\n
101<\/td>\nD3. Effective Net Area
D4. Built-Up Members <\/td>\n<\/tr>\n
103<\/td>\nD5. Pin-Connected Members <\/td>\n<\/tr>\n
104<\/td>\nD6. Eyebars <\/td>\n<\/tr>\n
106<\/td>\nChapter E – Design of Members for Compression
E1. General Provisions <\/td>\n<\/tr>\n
108<\/td>\nE2. Effective Length
E3. Flexural Buckling of Members without Slender Elements <\/td>\n<\/tr>\n
109<\/td>\nE4. Torsional and Flexural-Torsional Buckling of Single Angles and Members without Slender Elements <\/td>\n<\/tr>\n
111<\/td>\nE5. Single-Angle Compression Members <\/td>\n<\/tr>\n
113<\/td>\nE6. Built-Up Members <\/td>\n<\/tr>\n
116<\/td>\nE7. Members with Slender Elements <\/td>\n<\/tr>\n
118<\/td>\nChapter F – Design of Members for Flexure <\/td>\n<\/tr>\n
120<\/td>\nF1. General Provisions <\/td>\n<\/tr>\n
121<\/td>\nF2. Doubly Symmetric Compact I-Shaped Members and Channels Bent About Their Major Axis <\/td>\n<\/tr>\n
123<\/td>\nF3. Doubly Symmetric I-Shaped Members with Compact Webs and Noncompact or Slender Flanges Bent About Their Major Axis <\/td>\n<\/tr>\n
124<\/td>\nF4. Other I-Shaped Members with Compact or Noncompact Webs Bent About Their Major Axis <\/td>\n<\/tr>\n
128<\/td>\nF5. Doubly Symmetric and Singly Symmetric I-Shaped Members with Slender Webs Bent About Their Major Axis <\/td>\n<\/tr>\n
129<\/td>\nF6. I-Shaped Members and Channels Bent About Their Minor Axis <\/td>\n<\/tr>\n
130<\/td>\nF7. Square and Rectangular HSS and Box Sections <\/td>\n<\/tr>\n
133<\/td>\nF8. Round HSS
F9. Tees and Double Angles Loaded in the Plane of Symmetry <\/td>\n<\/tr>\n
136<\/td>\nF10. Single Angles <\/td>\n<\/tr>\n
139<\/td>\nF11. Rectangular Bars and Rounds
F12. Unsymmetrical Shapes <\/td>\n<\/tr>\n
140<\/td>\nF13. Proportions of Beams and Girders <\/td>\n<\/tr>\n
143<\/td>\nChapter G – Design of Members for Shear
G1. General Provisions
G2. I-Shaped Members and Channels <\/td>\n<\/tr>\n
148<\/td>\nG3. Single Angles and Tees
G4. Rectangular HSS, Box Sections, and Other Singly and Doubly Symmetric Members
G5. Round HSS <\/td>\n<\/tr>\n
149<\/td>\nG6. Doubly Symmetric and Singly Symmetric Members Subjected to Minor-Axis Shear
G7. Beams and Girders with Web Openings <\/td>\n<\/tr>\n
150<\/td>\nChapter H – Design of Members for Combined Forces and Torsion
H1. Doubly and Singly Symmetric Members Subjected to Flexure and Axial Force <\/td>\n<\/tr>\n
152<\/td>\nH2. Unsymmetric and Other Members Subjected to Flexure and Axial Force <\/td>\n<\/tr>\n
153<\/td>\nH3. Members Subjected to Torsion and Combined Torsion, Flexure, Shear, and\/or Axial Force <\/td>\n<\/tr>\n
155<\/td>\nH4. Rupture of Flanges with Bolt Holes and Subjected to Tension <\/td>\n<\/tr>\n
157<\/td>\nChapter I – Design of Composite Members
I1. General Provisions <\/td>\n<\/tr>\n
163<\/td>\nI2. Axial Force <\/td>\n<\/tr>\n
168<\/td>\nI3. Flexure <\/td>\n<\/tr>\n
174<\/td>\nI4. Shear <\/td>\n<\/tr>\n
176<\/td>\nI5. Combined Flexure and Axial Force <\/td>\n<\/tr>\n
177<\/td>\nI6. Load Transfer <\/td>\n<\/tr>\n
180<\/td>\nI7. Composite Diaphragms and Collector Beams <\/td>\n<\/tr>\n
181<\/td>\nI8. Steel Anchors <\/td>\n<\/tr>\n
189<\/td>\nChapter J – Design of Connections
J1. General Provisions <\/td>\n<\/tr>\n
192<\/td>\nJ2. Welds and Welded Joints <\/td>\n<\/tr>\n
202<\/td>\nJ3. Bolts, Threaded Parts, and Bolted Connections <\/td>\n<\/tr>\n
213<\/td>\nJ4. Affected Elements of Members and Connecting Elements <\/td>\n<\/tr>\n
215<\/td>\nJ5. Fillers
J6. Splices <\/td>\n<\/tr>\n
216<\/td>\nJ7. Bearing Strength
J8. Column Bases and Bearing on Concrete <\/td>\n<\/tr>\n
217<\/td>\nJ9. Anchor Rods and Embedments <\/td>\n<\/tr>\n
218<\/td>\nJ10. Flanges and Webs with Concentrated Forces <\/td>\n<\/tr>\n
225<\/td>\nChapter K – Additional Requirements for HSS and Box-Section Connections
K1. General Provisions and Parameters for HSS Connections <\/td>\n<\/tr>\n
228<\/td>\nK2. Concentrated Forces on HSS
K3. HSS-to-HSS Truss Connections <\/td>\n<\/tr>\n
232<\/td>\nK4. HSS-to-HSS Moment Connections <\/td>\n<\/tr>\n
236<\/td>\nK5. Welds of Plates and Branches to HSS <\/td>\n<\/tr>\n
242<\/td>\nChapter L – Design for Serviceability
L1. General Provisions
L2. Deflections
L3. Drift <\/td>\n<\/tr>\n
243<\/td>\nL4. Vibration
L5. Wind-Induced Motion
L6. Thermal Expansion and Contraction
L7. Connection Slip <\/td>\n<\/tr>\n
244<\/td>\nChapter M – Fabrication and Erection
M1. Fabrication and Erection Documents
M2. Fabrication <\/td>\n<\/tr>\n
247<\/td>\nM3. Shop Painting <\/td>\n<\/tr>\n
248<\/td>\nM4. Erection <\/td>\n<\/tr>\n
250<\/td>\nChapter N – Quality Control and Quality Assurance
N1. General Provisions <\/td>\n<\/tr>\n
251<\/td>\nN2. Fabricator and Erector Quality Control Program <\/td>\n<\/tr>\n
252<\/td>\nN3. Fabricator and Erector Documents <\/td>\n<\/tr>\n
253<\/td>\nN4. Inspection and Nondestructive Testing Personnel <\/td>\n<\/tr>\n
254<\/td>\nN5. Minimum Requirements for Inspection of Structural Steel Buildings <\/td>\n<\/tr>\n
261<\/td>\nN6. Approved Fabricators and Erectors
N7. Nonconforming Material and Workmanship <\/td>\n<\/tr>\n
262<\/td>\nN8. Minimum Requirements for Shop- or Field-Applied Coatings <\/td>\n<\/tr>\n
263<\/td>\nAppendix 1 – Design by Advanced Analysis
1.1. General Requirements
1.2. Design by Elastic Analysis <\/td>\n<\/tr>\n
265<\/td>\n1.3. Design by Inelastic Analysis <\/td>\n<\/tr>\n
270<\/td>\nAppendix 2 – Design of Filled Composite Members (High Strength)
2.1. Rectangular Filled Composite Members <\/td>\n<\/tr>\n
272<\/td>\nAppendix 3 – Fatigue
3.1. General Provisions <\/td>\n<\/tr>\n
273<\/td>\n3.2. Calculation of Maximum Stresses and Stress Ranges
3.3. Plain Material and Welded Joints <\/td>\n<\/tr>\n
275<\/td>\n3.4. Bolts and Threaded Parts <\/td>\n<\/tr>\n
276<\/td>\n3.5. Fabrication and Erection Requirements for Fatigue <\/td>\n<\/tr>\n
277<\/td>\n3.6. Nondestructive Examination Requirements for Fatigue <\/td>\n<\/tr>\n
298<\/td>\nAppendix 4 – Structural Design for Fire Conditions
4.1. General Provisions <\/td>\n<\/tr>\n
299<\/td>\n4.2. Structural Design for Fire Conditions by Analysis <\/td>\n<\/tr>\n
314<\/td>\n4.3. Design by Qualification Testing <\/td>\n<\/tr>\n
335<\/td>\nAppendix 5 – Evaluation of Existing Structures
5.1. General Provisions
5.2. Material Properties <\/td>\n<\/tr>\n
336<\/td>\n5.3. Evaluation by Structural Analysis <\/td>\n<\/tr>\n
337<\/td>\n5.4. Evaluation by Load Tests <\/td>\n<\/tr>\n
338<\/td>\n5.5. Evaluation Report <\/td>\n<\/tr>\n
339<\/td>\nAppendix 6 – Member Stability Bracing
6.1. General Provisions <\/td>\n<\/tr>\n
340<\/td>\n6.2. Column Bracing <\/td>\n<\/tr>\n
341<\/td>\n6.3. Beam Bracing <\/td>\n<\/tr>\n
345<\/td>\n6.4. Beam-Column Bracing <\/td>\n<\/tr>\n
347<\/td>\nAppendix 7 – Alternative Methods of Design for Stability
7.1. General Stability Requirements
7.2. Effective Length Method <\/td>\n<\/tr>\n
348<\/td>\n7.3. First-Order Analysis Method <\/td>\n<\/tr>\n
351<\/td>\nAppendix 8 – Approximate Analysis
8.1. Approximate Second-Order Elastic Analysis <\/td>\n<\/tr>\n
354<\/td>\n8.2. Approximate Inelastic Moment Redistribution <\/td>\n<\/tr>\n
355<\/td>\nCommentary <\/td>\n<\/tr>\n
356<\/td>\nCommentary Symbols <\/td>\n<\/tr>\n
360<\/td>\nCommentary Glossary <\/td>\n<\/tr>\n
363<\/td>\nChapter A – General Provisions <\/td>\n<\/tr>\n
378<\/td>\nChapter B – Design Requirements <\/td>\n<\/tr>\n
401<\/td>\nChapter C – Design for Stability <\/td>\n<\/tr>\n
413<\/td>\nChapter D – Design of Members for Tension <\/td>\n<\/tr>\n
421<\/td>\nChapter E – Design of Members for Compression <\/td>\n<\/tr>\n
438<\/td>\nChapter F – Design of Members for Flexure <\/td>\n<\/tr>\n
464<\/td>\nChapter G – Design of Members for Shear <\/td>\n<\/tr>\n
472<\/td>\nChapter H – Design of Members for Combined Forces and Torsion <\/td>\n<\/tr>\n
486<\/td>\nChapter I – Design of Composite Members <\/td>\n<\/tr>\n
541<\/td>\nChapter J – Design of Connections <\/td>\n<\/tr>\n
592<\/td>\nChapter K – Additional Requirements for HSS and Box-Section Connections <\/td>\n<\/tr>\n
610<\/td>\nChapter L – Design for Serviceability <\/td>\n<\/tr>\n
616<\/td>\nChapter M – Fabrication and Erection <\/td>\n<\/tr>\n
622<\/td>\nChapter N – Quality Control and Quality Assurance <\/td>\n<\/tr>\n
640<\/td>\nAppendix 1 – Design by Advanced Analysis <\/td>\n<\/tr>\n
656<\/td>\nAppendix 2 – Design of Filled Composite Members (High Strength) <\/td>\n<\/tr>\n
657<\/td>\nAppendix 3 – Fatigue <\/td>\n<\/tr>\n
665<\/td>\nAppendix 4 – Structural Design for Fire Conditions <\/td>\n<\/tr>\n
696<\/td>\nAppendix 5 – Evaluation of Existing Structures <\/td>\n<\/tr>\n
700<\/td>\nAppendix 6 – Member Stability Bracing <\/td>\n<\/tr>\n
716<\/td>\nAppendix 7 – Alternative Methods of Design for Stability <\/td>\n<\/tr>\n
727<\/td>\nAppendix 8 – Approximate Analysis <\/td>\n<\/tr>\n
735<\/td>\nReferences <\/td>\n<\/tr>\n
777<\/td>\nMetric Conversion Factors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ANSI\/AISC 360-22 – Specification 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>\n780<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":439794,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-439789","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\/439789","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\/439794"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=439789"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=439789"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=439789"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}