AISC A303 2022

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ANSI/AISC 303-22 – Code of Standard Practice for Steel Buildings and Bridges

Published By	Publication Date	Number of Pages
AISC	2022

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Category: AISC

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Description

PDF Catalog

PDF Pages	PDF Title
1	ANSI/AISC 303-22: Code of Standard Practice for Structural Steel Buildings and Bridges
3	Title Page
4	Copyright
5	Dedication
6	Preface
9	Table of Contents
12	Glossary
16	Abbreviations
17	Section 1. General Provisions 1.1. Scope
18	1.2. Dates of Referenced Specifications, Codes, and Standards
20	1.3. Units 1.4. Responsibility for Identifying Contract Documents
21	1.5. Design Criteria 1.6. Responsibility for Design 1.7. Construction Schedule 1.8. Patents and Copyrights 1.9. Existing Structures
22	1.10. Means, Methods, and Safety of Erection 1.11. Tolerances
23	1.12. Marking of Protected Zones in Seismic Force-Resisting Systems
24	Section 2. Classification of Materials 2.1. Definition of Structural Steel
25	2.2. Other Steel, Iron, or Metal Items
28	Section 3. Design Documents and Specifications 3.1. Structural Design Documents and Specifications Issued for Construction
30	3.2. Structural Design Documents and Specifications Issued as Contract Documents 3.2.1. Traditional Design-Bid-Build Delivery Method 3.2.2. Alternate Delivery Methods
32	3.2.3. Requirements for Connections
35	3.2.4. Requirements for Member Reinforcement
36	3.3. Architectural, Electrical, and Mechanical Design Documents and Specifications 3.4. Discrepancies
37	3.5. Legibility of Design Drawings 3.6. Revisions to the Design Documents and Specifications
38	3.7 Intellectual Property
39	Section 4. Approval Documents 4.1. Owner Responsibility
40	4.2. Fabricator Responsibility
41	4.3. Use of Digital Files or Copies of the Design Documents
43	4.4. Approval
44	4.5. Fabrication and/or Erection Documents Not Furnished by the Fabricator
45	4.6. The RFI Process
46	4.7 Erection Documents
47	Section 5. Materials 5.1. Mill Materials
49	5.2. Stock Materials
50	Section 6. Shop Fabrication and Delivery 6.1. Identification of Material
51	6.2. Preparation of Material 6.3. Fitting and Fastening
52	6.4. Shop Cleaning and Painting (see also Section 3.1)
54	6.5. Marking and Shipping of Materials
55	6.6. Delivery of Materials
56	Section 7. Erection 7.1. Method of Erection 7.2. Jobsite Conditions 7.3. Foundations, Piers, and Abutments 7.4. Lines and Benchmarks
57	7.5. Installation of Anchor Rods, Foundation Bolts, and Other Embedded Items
58	7.6. Installation of Bearing Devices 7.7. Grouting
59	7.8. Field Connection Material 7.9. Loose Material
60	7.10. Temporary Support of Structural Steel Frames
63	7.11. Safety Protection 7.12. Accumulation of Mill and Fabrication Tolerances
64	7.13 Owner’s Acceptance 7.14. Correction of Errors 7.15. Cuts, Alterations, and Holes for Other Trades 7.16. Handling and Storage
65	7.17. Field Painting (see also Section 3.1) 7.18. Final Cleaning Up
66	Section 8. Quality Control 8.1. General 8.2. Inspection of Mill Material
67	8.3. Nondestructive Testing 8.4. Surface Preparation and Shop Painting Inspection 8.5. Independent Inspection
68	Section 9. Contracts 9.1. Contracts and Payment 9.2. Calculation of Weights
70	9.3. Revisions to the Contract Documents 9.4. Contract Price Adjustment
71	9.5. Scheduling 9.6. Terms of Payment
72	Section 10. Architecturally Exposed Structural Steel (AESS) 10.1. General Requirements
73	10.2. Contract Documents 10.3. Approval Documents
75	10.4. Fabrication
77	10.5. Delivery of Materials 10.6. Erection
79	Section 11. Fabrication and Erection Tolerances 11.1. General Requirements 11.2. Fabrication Tolerances
83	11.3. Erection Tolerances
95	Metric Conversion Factors for Common Steel Design Units in AISC Specifications
98	Back cover