Author(s): AISC
Series: 1
Year: 0
Language: English
Pages: 159
TABLE OF CONTENTS......Page 6
1.1 WHAT IS STAINLESS STEEL?......Page 10
1.2 APPLICATIONS OF STAINLESS STEELS IN THE CONSTRUCTION INDUSTRY......Page 11
1.3 SCOPE OF THIS DESIGN GUIDE......Page 16
2.2 SUITABLE STAINLESS STEELS FOR STRUCTURAL APPLICATIONS......Page 18
2.3 MECHANICAL PROPERTIES......Page 20
2.4 PHYSICAL PROPERTIES......Page 26
2.5 SELECTION OF MATERIALS......Page 27
2.6 DURABILITY......Page 30
3.2 DESIGN BASIS......Page 38
3.3 MEMBER PROPERTIES......Page 39
4.2 PRECIPITATION HARDENING STAINLESS STEEL TENSION RODS......Page 42
5.4 TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING OF MEMBERS WITHOUT SLENDER ELEMENTS......Page 44
5.6 MEMBERS WITH SLENDER ELEMENTS......Page 45
6.2 I-SHAPED MEMBERS AND CHANNELS BENT ABOUT THEIR MAJOR OR MINOR AXIS......Page 48
6.7 DETERMINATION OF DEFLECTION......Page 49
Chapter 7 Design of Members for Shear......Page 52
8.2 UNSYMMETRIC AND OTHER MEMBERS SUBJECT TO FLEXURE AND AXIAL FORCE......Page 54
Table 9-1. Prequalified Filler Metal Classifications from AWS D1.6/D1.6M......Page 56
9.2 DESIGN OF WELDED CONNECTIONS......Page 57
9.3 DESIGN OF BOLTED CONNECTIONS......Page 58
9.6 FLANGES AND WEBS WITH CONCENTRATED FORCES......Page 60
10.3 STRUCTURAL DESIGN REQUIREMENTS......Page 62
Chapter 11 Fatigue......Page 66
12.3 STORAGE AND HANDLING......Page 68
12.5 WELDING......Page 69
12.8 FINISHING......Page 73
13.3 TESTS ON MEMBERS......Page 76
A.3 DEFORMATION CAPACITY......Page 78
A.5 FLEXURAL STRENGTH......Page 79
B.1 INTRODUCTION......Page 80
B.2 DETERMINATION OF STAINLESS STEEL RESISTANCE FACTORS......Page 81
B.3 SECTION CLASSIFICATION......Page 84
B.5 DESIGN OF MEMBERS FOR COMPRESSION......Page 86
B.6 DESIGN OF MEMBERS FOR FLEXURE......Page 97
B.7 DESIGN OF MEMBERS FOR SHEAR......Page 103
B.8 DESIGN OF MEMBERS FOR COMBINED FORCES......Page 106
B.9 DESIGN OF CONNECTIONS......Page 108
B.10 STRUCTURAL DESIGN FOR FIRE CONDITIONS......Page 112
B.11 CONTINUOUS STRENGTH METHOD......Page 121
Example 1—Round HSS Subject to Axial Compression......Page 126
Example 2—Square HSS (with Slender Cross Section) Subject to Axial Compression......Page 127
Example 3—W-Shape Subject to Compression and Bi-Axial Bending......Page 130
Example 4—Channel Subject to Strong-Axis Bending......Page 133
Example 5—Shear End-Plate Connection of Beam-to-Girder Web......Page 138
Example 6—Round HSS Subject to Axial Compression in a Fire......Page 144
SYMBOLS......Page 148
REFERENCES......Page 152
SOURCES OF ADDITIONAL INFORMATION......Page 158
