Design of Cold-Formed Load Bearing Steel Systems and

3,87

MB

Masonry Veneer / Steel Stud Walls

136

stron

6371

ID

UNITED STATES ARMY CORPS OF ENGINEERS

1998

rok

CONTENTS

CHAPTER 1: INTRODUCTION

1. PURPOSE AND SCOPE 1-1

2. APPLICABILITY 1-1

3. REFERENCES 1-1

4. PARTNERING EFFORT 1-1

5. DESIGN CONCERNS UNIQUE TO COLD-FORMED 1-1

6. USES OF COLD-FORMED STEEL 1-3

7. COLD-FORMED SUPPLIERS 1-3

8. RESPONSIBILITIES 1-3

9. MATERIALS 1-5

CHAPTER 2: DESIGN OF COLD-FORMED STEEL

1. INTRODUCTION 2-1

2. PRESCRIPTIVE METHODS. 2-1

3. COLD-FORMED STEEL FRAMING 2-2

4. DESIGN OF STRUCTURAL ELEMENTS 2-5

5. FASTENERS AND CONNECTIONS 2-12

6. USEFUL RELEVANT INFORMATION 2-15

CHAPTER 3: SEISMIC DESIGN GUIDANCE FOR SHEAR WALLS

1. INTRODUCTION 3-1

2. TI 809-04, SEISMIC DESIGN FOR BUILDINGS 3-1

3. STRUCTURAL DESIGN CRITERIA 3-3

4. DEFLECTION AND DRIFT LIMITS 3-3

5. TORSION 3-4

6. COLD FORMED STEEL SEISMIC REQUIREMENTS 3-5

7. DIAGONAL STRAP DESIGN 3-5

8. COLUMN DESIGN 3-6

9. CONNECTION DESIGN ASSUMPTIONS 3-9

10. PANEL ANCHORS 3-12

CHAPTER 4: MASONRY VENEER/STEEL STUD WALLS, (NONBEARING

CONSTRUCTION)

1. INTRODUCTION 4-1

2. GENERAL DESCRIPTION OF WALL SYSTEM 4-1

3. REQUIREMENTS FOR WALL COMPONENTS AND DETAILS 4-1

4. WALL SYSTEM DESIGN REQUIREMENTS 4-4

5. WORKMANSHIP 4-7

6. DESIGN EXAMPLE 4-7

APPENDIX A: References

APPENDIX B: Cold-Formed Steel Test Panel Drawings.

APPENDIX C: FEMA 302 and Other Standard Guidance for Cold-Formed Steel Seismic Design

APPENDIX D: Seismic Design Example

APPENDIX E: Prototype Shear Panels for Cold-Formed Steel Seismic Design

APPENDIX F: Seismic Qualification Procedure and Acceptance Criteria for Other Shear Panel

Configurations

APPENDIX G: Masonry Veneer / Steel Stud Walls (Nonbearing Construction)

APPENDIX H: Metric Conversion Data Sheet.

APPENDIX I. Standard Drawings Cold-Formed Steel