AISC D827 13W 2013
$32.50
Design Guide 27: Structural Stainless Steel
| Published By | Publication Date | Number of Pages |
| AISC | 2013 | 159 |
Design Guide 27 provides guidance for the design of structural stainless steel. It is written for engineers experienced in the design of carbon steel structural components but not necessarily in the design of stainless steel structures, and is aligned with the design provisions in the 2010 AISC Specification for Structural Steel Buildings.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Steel Design Guide 27 |
| 3 | Copyright |
| 4 | Author Acknowledgments |
| 6 | TABLE OF CONTENTS |
| 10 | Chapter 1 Introduction 1.1 WHAT IS STAINLESS STEEL? |
| 11 | 1.2 APPLICATIONS OF STAINLESS STEELS IN THE CONSTRUCTION INDUSTRY |
| 16 | 1.3 SCOPE OF THIS DESIGN GUIDE |
| 18 | Chapter 2 Materials: Properties, Selection and Durability 2.1 BASIC STRESS-STRAIN BEHAVIOR 2.2 SUITABLE STAINLESS STEELS FOR STRUCTURAL APPLICATIONS |
| 20 | 2.3 MECHANICAL PROPERTIES |
| 26 | 2.4 PHYSICAL PROPERTIES |
| 27 | 2.5 SELECTION OF MATERIALS |
| 30 | 2.6 DURABILITY |
| 38 | Chapter 3 Design Requirements 3.1 LOADS AND LOAD COMBINATIONS 3.2 DESIGN BASIS |
| 39 | 3.3 MEMBER PROPERTIES |
| 42 | Chapter 4 Design of Members for Tension 4.1 AUSTENITIC AND DUPLEX STAINLESS STEEL TENSION MEMBERS 4.2 PRECIPITATION HARDENING STAINLESS STEEL TENSION RODS |
| 44 | Chapter 5 Design of Members for Compression 5.1 GENERAL PROVISIONS 5.2 EFFECTIVE LENGTH 5.3 FLEXURAL BUCKLING OF MEMBERS WITHOUT SLENDER ELEMENTS 5.4 TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING OF MEMBERS WITHOUT SLENDER ELEMENTS |
| 45 | 5.5 SINGLE-ANGLE COMPRESSION MEMBERS AND BUILT-UP MEMBERS 5.6 MEMBERS WITH SLENDER ELEMENTS |
| 48 | Chapter 6 Design of Members for Flexure 6.1 GENERAL PROVISIONS 6.2 I-SHAPED MEMBERS AND CHANNELS BENT ABOUT THEIR MAJOR OR MINOR AXIS |
| 49 | 6.3 SQUARE AND RECTANGULAR HSS AND BOX-SHAPED MEMBERS 6.4 ROUND HSS 6.5 RECTANGULAR BARS AND ROUNDS 6.6 UNSYMMETRICAL SHAPES, EXCLUDING SINGLE ANGLES 6.7 DETERMINATION OF DEFLECTION |
| 52 | Chapter 7 Design of Members for Shear |
| 54 | Chapter 8 Design of Members for Combined Forces 8.1 DOUBLY AND SINGLY SYMMETRIC MEMBERS SUBJECT TO FLEXURE AND AXIAL FORCE 8.2 UNSYMMETRIC AND OTHER MEMBERS SUBJECT TO FLEXURE AND AXIAL FORCE |
| 56 | Chapter 9 Design of Connections 9.1 DURABILITY |
| 57 | 9.2 DESIGN OF WELDED CONNECTIONS |
| 58 | 9.3 DESIGN OF BOLTED CONNECTIONS |
| 60 | 9.4 AFFECTED ELEMENTS OF MEMBERS AND CONNECTING ELEMENTS 9.5 BEARING STRENGTH 9.6 FLANGES AND WEBS WITH CONCENTRATED FORCES |
| 62 | Chapter 10 Fire Resistance 10.1 GENERAL PROVISIONS 10.2 STRUCTURAL DESIGN FOR FIRE CONDITIONS BY ANALYSIS 10.3 STRUCTURAL DESIGN REQUIREMENTS |
| 66 | Chapter 11 Fatigue |
| 68 | Chapter 12 Fabrication and Erection 12.1 INTRODUCTION 12.2 SAFETY AND HEALTH 12.3 STORAGE AND HANDLING |
| 69 | 12.4 SHAPING OPERATIONS 12.5 WELDING |
| 73 | 12.6 INSTALLING STAINLESS STEEL BOLTS 12.7 GALLING AND SEIZURE 12.8 FINISHING |
| 76 | Chapter 13 Testing 13.1 GENERAL 13.2 STRESS-STRAIN CURVE DETERMINATION 13.3 TESTS ON MEMBERS |
| 78 | Appendix A The Continuous Strength Method A.1 GENERAL A.2 MATERIAL MODELLING A.3 DEFORMATION CAPACITY |
| 79 | A.4 COMPRESSIVE STRENGTH A.5 FLEXURAL STRENGTH |
| 80 | Appendix B Commentary to the Design Provisions B.1 INTRODUCTION |
| 81 | B.2 DETERMINATION OF STAINLESS STEEL RESISTANCE FACTORS |
| 84 | B.3 SECTION CLASSIFICATION |
| 86 | B.4 DESIGN OF MEMBERS FOR TENSION B.5 DESIGN OF MEMBERS FOR COMPRESSION |
| 97 | B.6 DESIGN OF MEMBERS FOR FLEXURE |
| 103 | B.7 DESIGN OF MEMBERS FOR SHEAR |
| 106 | B.8 DESIGN OF MEMBERS FOR COMBINED FORCES |
| 108 | B.9 DESIGN OF CONNECTIONS |
| 112 | B.10 STRUCTURAL DESIGN FOR FIRE CONDITIONS |
| 121 | B.11 CONTINUOUS STRENGTH METHOD |
| 126 | DESIGN EXAMPLES |
| 148 | SYMBOLS |
| 152 | REFERENCES |
| 158 | SOURCES OF ADDITIONAL INFORMATION |
