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ANSI/AISC 303-22 - Code of Standard Practice for Steel Buildings and Bridges, 2022
- ANSI/AISC 303-22: Code of Standard Practice for Structural Steel Buildings and Bridges
- Title Page
- Copyright
- Dedication
- Preface
- Table of Contents
- Glossary
- Abbreviations
- Section 1. General Provisions [Go to Page]
- 1.1. Scope
- 1.2. Dates of Referenced Specifications, Codes, and Standards
- 1.3. Units
- 1.4. Responsibility for Identifying Contract Documents
- 1.5. Design Criteria
- 1.6. Responsibility for Design
- 1.7. Construction Schedule
- 1.8. Patents and Copyrights
- 1.9. Existing Structures
- 1.10. Means, Methods, and Safety of Erection
- 1.11. Tolerances
- 1.12. Marking of Protected Zones in Seismic Force-Resisting Systems
- Section 2. Classification of Materials [Go to Page]
- 2.1. Definition of Structural Steel
- 2.2. Other Steel, Iron, or Metal Items
- Section 3. Design Documents and Specifications [Go to Page]
- 3.1. Structural Design Documents and Specifications Issued for Construction
- 3.2. Structural Design Documents and Specifications Issued as Contract Documents [Go to Page]
- 3.2.1. Traditional Design-Bid-Build Delivery Method
- 3.2.2. Alternate Delivery Methods
- 3.2.3. Requirements for Connections
- 3.2.4. Requirements for Member Reinforcement
- 3.3. Architectural, Electrical, and Mechanical Design Documents and Specifications
- 3.4. Discrepancies
- 3.5. Legibility of Design Drawings
- 3.6. Revisions to the Design Documents and Specifications
- 3.7 Intellectual Property
- Section 4. Approval Documents [Go to Page]
- 4.1. Owner Responsibility
- 4.2. Fabricator Responsibility
- 4.3. Use of Digital Files or Copies of the Design Documents
- 4.4. Approval
- 4.5. Fabrication and/or Erection Documents Not Furnished by the Fabricator
- 4.6. The RFI Process
- 4.7 Erection Documents
- Section 5. Materials [Go to Page]
- 5.1. Mill Materials
- 5.2. Stock Materials
- Section 6. Shop Fabrication and Delivery [Go to Page]
- 6.1. Identification of Material
- 6.2. Preparation of Material
- 6.3. Fitting and Fastening
- 6.4. Shop Cleaning and Painting (see also Section 3.1)
- 6.5. Marking and Shipping of Materials
- 6.6. Delivery of Materials
- Section 7. Erection [Go to Page]
- 7.1. Method of Erection
- 7.2. Jobsite Conditions
- 7.3. Foundations, Piers, and Abutments
- 7.4. Lines and Benchmarks
- 7.5. Installation of Anchor Rods, Foundation Bolts, and Other Embedded Items
- 7.6. Installation of Bearing Devices
- 7.7. Grouting
- 7.8. Field Connection Material
- 7.9. Loose Material
- 7.10. Temporary Support of Structural Steel Frames
- 7.11. Safety Protection
- 7.12. Accumulation of Mill and Fabrication Tolerances
- 7.13 Owner’s Acceptance
- 7.14. Correction of Errors
- 7.15. Cuts, Alterations, and Holes for Other Trades
- 7.16. Handling and Storage
- 7.17. Field Painting (see also Section 3.1)
- 7.18. Final Cleaning Up
- Section 8. Quality Control [Go to Page]
- 8.1. General
- 8.2. Inspection of Mill Material
- 8.3. Nondestructive Testing
- 8.4. Surface Preparation and Shop Painting Inspection
- 8.5. Independent Inspection
- Section 9. Contracts [Go to Page]
- 9.1. Contracts and Payment
- 9.2. Calculation of Weights
- 9.3. Revisions to the Contract Documents
- 9.4. Contract Price Adjustment
- 9.5. Scheduling
- 9.6. Terms of Payment
- Section 10. Architecturally Exposed Structural Steel (AESS) [Go to Page]
- 10.1. General Requirements
- 10.2. Contract Documents
- 10.3. Approval Documents
- 10.4. Fabrication
- 10.5. Delivery of Materials
- 10.6. Erection
- Section 11. Fabrication and Erection Tolerances [Go to Page]
- 11.1. General Requirements
- 11.2. Fabrication Tolerances
- 11.3. Erection Tolerances
- Metric Conversion Factors for
Common Steel Design Units in
AISC Specifications
- Back cover [Go to Page]
