AISC A303 10W:2010 Edition
$50.05
AISC 303-10: Code of Standard Practice for Structural Steel Buildings and Bridges
| Published By | Publication Date | Number of Pages |
| AISC | 2010 | 84 |
The Code provides a framework for acceptable standards when contracting for structural steel. Unless specific provisions to the contrary are contained in the contract documents, the existing trade practices that are contained herein are considered to be the standard custom and usage of the industry and are thereby incorporated into the relationships between the parties to a contract.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 2 | Copyright |
| 3 | PREFACE |
| 5 | TABLE OF CONTENTS |
| 7 | GLOSSARY |
| 11 | Section 1. General Provisions 1.1. Scope 1.2. Referenced Specifications, Codes and Standards |
| 12 | 1.3. Units |
| 13 | 1.4. Design Criteria 1.5. Responsibility for Design 1.6. Patents and Copyrights 1.7. Existing Structures |
| 14 | 1.8. Means, Methods and Safety of Erection 1.9. Tolerances |
| 15 | Section 2. Classification of Materials 2.1. Definition of Structural Steel |
| 16 | 2.2. Other Steel, Iron or Metal Items |
| 19 | Section 3. Design Drawings and Specifications 3.1. Structural Design Drawings and Specifications |
| 25 | 3.2. Architectural, Electrical and Mechanical Design Drawings and Specifications 3.3. Discrepancies |
| 26 | 3.4. Legibility of Design Drawings 3.5. Revisions to the Design Drawings and Specifications |
| 27 | 3.6. Fast-Track Project Delivery |
| 28 | Section 4. Shop and Erection Drawings 4.1. Owner Responsibility |
| 29 | 4.2. Fabricator Responsibility |
| 30 | 4.3. Use of CAD Files and/or Copies of Design Drawings |
| 31 | 4.4. Approval |
| 33 | 4.5. Shop and/or Erection Drawings Not Furnished by the Fabricator 4.6. The RFI Process |
| 34 | 4.7. Erection Drawings |
| 35 | Section 5. Materials 5.1. Mill Materials |
| 36 | 5.2. Stock Materials |
| 38 | Section 6. Shop Fabrication and Delivery 6.1. Identification of Material |
| 39 | 6.2. Preparation of Material 6.3. Fitting and Fastening |
| 40 | 6.4. Fabrication Tolerances |
| 43 | 6.5. Shop Cleaning and Painting |
| 45 | 6.6. Marking and Shipping of Materials 6.7. Delivery of Materials |
| 47 | Section 7. Erection 7.1. Method of Erection 7.2. Job-Site Conditions 7.3. Foundations, Piers and Abutments |
| 48 | 7.4. Lines and Bench Marks 7.5. Installation of Anchor Rods, Foundation Bolts and Other Embedded Items |
| 49 | 7.6. Installation of Bearing Devices |
| 50 | 7.7. Grouting 7.8. Field Connection Material |
| 51 | 7.9. Loose Material 7.10. Temporary Support of Structural Steel Frames |
| 54 | 7.11. Safety Protection |
| 55 | 7.12. Structural Steel Frame Tolerances |
| 56 | 7.13. Erection Tolerances |
| 66 | 7.14. Correction of Errors 7.15. Cuts, Alterations and Holes for Other Trades 7.16. Handling and Storage |
| 67 | 7.17. Field Painting 7.18. Final Cleaning Up |
| 68 | Section 8. Quality Control 8.1. General |
| 69 | 8.2. Inspection of Mill Material 8.3. Non-Destructive Testing 8.4. Surface Preparation and Shop Painting Inspection 8.5. Independent Inspection |
| 71 | Section 9. Contracts 9.1. Types of Contracts 9.2. Calculation of Weights |
| 72 | 9.3. Revisions to the Contract Documents |
| 73 | 9.4. Contract Price Adjustment 9.5. Scheduling |
| 74 | 9.6. Terms of Payment |
| 75 | Section 10. Architecturally Exposed Structural Steel 10.1. General Requirements 10.2. Fabrication |
| 76 | 10.3. Delivery of Materials |
| 77 | 10.4. Erection |
| 78 | Appendix A. Digital Building Product Models |
