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AISC A358 10W:2010 Edition

AISC A358 10W:2010 Edition

$32.50

ANSI/AISC 358-10 ANSI/AISC 358s1-11: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications

Published By Publication Date Number of Pages
AISC 2010 222
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PDF Catalog

PDF Pages PDF Title
1 Cover
2 Copyright
3 PREFACE
5 TABLE OF CONTENTS
13 SYMBOLS
19 GLOSSARY
21 CHAPTER 1
1.1. SCOPE
1.2. REFERENCES
22 1.3. GENERAL
23 CHAPTER 2
2.1. SPECIAL AND INTERMEDIATE MOMENT FRAME CONNECTION TYPES
2.2. CONNECTION STIFFNESS
2.3. MEMBERS
1. Rolled Wide-Flange Members
2. Built-up Members
24 2a. Built-up Beams
2b. Built-up Columns
25 3. Hollow Structural Sections (HSS)
26 2.4. CONNECTION DESIGN PARAMETERS 1. Resistance Factors
2. Plastic Hinge Location
3. Probable Maximum Moment at Plastic Hinge
27 4. Continuity Plates
2.5. PANEL ZONES
2.6. PROTECTED ZONE
28 CHAPTER 3
3.1. FILLER METALS
3.2. WELDING PROCEDURES
3.3. BACKING AT BEAM-TO-COLUMN AND CONTINUITY PLATE-TO-COLUMN JOINTS 1. Steel Backing at Continuity Plates
2. Steel Backing at Beam Bottom Flange
3. Steel Backing at Beam Top Flange
29 4. Prohibited Welds at Steel Backing
5. Nonfusible Backing at Beam Flange-to-Column Joints
3.4. DETAILS AND TREATMENT OF WELD TABS
3.5. TACK WELDS
30 3.6. CONTINUITY PLATES
3.7. QUALITY CONTROL AND QUALITY ASSURANCE
31 CHAPTER 4
4.1. FASTENER ASSEMBLIES
4.2. INSTALLATION REQUIREMENTS
4.3. QUALITY CONTROL AND QUALITY ASSURANCE
32 CHAPTER 5
5.1. GENERAL
5.2. SYSTEMS
5.3. PREQUALIFICATION LIMITS 1. Beam Limitations
33 2. Column Limitations
34 5.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
5.5. BEAM FLANGE-TO-COLUMN FLANGE WELD LIMITATIONS
5.6. BEAM WEB-TO-COLUMN FLANGE CONNECTION LIMITATIONS
35 5.7. FABRICATION OF FLANGE CUTS
36 5.8. DESIGN PROCEDURE
40 CHAPTER 6
6.1. GENERAL
6.2. SYSTEMS
41 6.3. PREQUALIFICATION LIMITS
6.4. BEAM LIMITATIONS
42 6.5. COLUMN LIMITATIONS
43 6.6. COLUMN-BEAM RELATIONSHIP LIMITATIONS
6.7. CONTINUITY PLATES
6.8. BOLTS
6.9. CONNECTION DETAILING 1. Gage
2. Pitch and Row Spacing
45 3. End-Plate Width
4. End-Plate Stiffener
46 5. Finger Shims
6. Composite Slab Detailing for IMF
47 7. Welding Details
48 6.10. DESIGN PROCEDURE
1. End-Plate and Bolt Design
54 2. Column-Side Design
60 CHAPTER 7
7.1. GENERAL
7.2. SYSTEMS
61 7.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
62 7.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
7.5. CONNECTION DETAILING 1. Plate Material Specifications
2. Beam Flange Plate Welds
3. Single-Plate Shear Connection Welds
4. Bolt Requirements
63 5. Flange Plate Shims
7.6. DESIGN PROCEDURE
67 CHAPTER 8
8.1. GENERAL
8.2. SYSTEMS
8.3. PREQUALIFICATION LIMITS 1. Beam Limitations
68 2. Column Limitations
69 8.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
8.5. BEAM FLANGE-TO-COLUMN FLANGE WELDS
8.6. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
71 8.7. DESIGN PROCEDURE
73 CHAPTER 9
9.1. GENERAL
74 9.2. SYSTEMS
9.3. PREQUALIFICATION LIMITS 1. Beam Limitations
75 2. Column Limitations
76 3. Bracket Limitations
9.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
9.5. BRACKET-TO-COLUMN FLANGE LIMITATIONS
77 9.6. BRACKET-TO-BEAM FLANGE CONNECTION LIMITATIONS
78 9.7. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
9.8. CONNECTION DETAILING
79 9.9. DESIGN PROCEDURE
85 CHAPTER 10
10.1. GENERAL
88 10.2. SYSTEMS
89 10.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
90 3. Collar Limitations
10.4. COLLAR CONNECTION LIMITATIONS
92 10.5. BEAM WEB-TO-COLLAR CONNECTION LIMITATIONS
10.6. BEAM FLANGE-TO-COLLAR FLANGE WELDING LIMITATIONS
93 10.7. COLUMN-BEAM RELATIONSHIP LIMITATIONS
10.8. DESIGN PROCEDURE
98 10.9. PART DRAWINGS
108 CHAPTER 11
11.1. GENERAL
114 11.2. SYSTEMS
11.3. PREQUALIFICATION LIMITS 1. Beam Limitations
115 2. Column Limitations
116 3. Connection Limitations
117 11.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
120 11.5. CONNECTION WELDING LIMITATIONS
11.6. CONNECTION DETAILING
1. Plates
121 2. Welds
125 11.7. DESIGN PROCEDURE
129 APPENDIX A
A1. CAST STEEL GRADE
A2. QUALITY CONTROL (QC) 1. Inspection and Nondestructive Testing Personnel
2. First Article Inspection (FAI) of Castings
3. Visual Inspection of Castings
4. Nondestructive Testing (NDT) of Castings 4a. Procedures
130 4b. Required NDT
5. Weld Repair Procedures
6. Tensile Requirements
7. Charpy V-Notch (CVN) Requirements
8. Casting Identification
131 A3. MANUFACTURER DOCUMENTS 1. Submittal to Patent Holder
2. Submittal to Engineer of Record and Authority Having Jurisdiction
132 APPENDIX B
B1. FORGED STEEL GRADE
B2. BAR STOCK
B3. FORGING TEMPERATURE
B4. HEAT TREATMENT
B5. FINISH
B6. QUALITY ASSURANCE
133 B7. DOCUMENTATION
135 INTRODUCTION
136 CHAPTER 1
1.1. SCOPE
137 1.2. REFERENCES
1.3. GENERAL
138 CHAPTER 2
2.1. SPECIAL AND INTERMEDIATE MOMENT FRAME CONNECTION TYPES
2.3. MEMBERS 2. Built-up Members
139 2b. Built-up Columns
140 2.4. CONNECTION DESIGN PARAMETERS 1. Resistance Factors
2. Plastic Hinge Location
3. Probable Maximum Moment at Plastic Hinge
4. Continuity Plates
143 CHAPTER 3
3.3. BACKING AT BEAM-TO-COLUMN AND CONTINUITY PLATE-TO-COLUMN JOINTS
1. Steel Backing at Continuity Plates
2. Steel Backing at Beam Bottom Flange
144 3. Steel Backing at Beam Top Flange
4. Prohibited Welds at Steel Backing
5. Nonfusible Backing at Beam Flange-to-Column Joints
3.4. DETAILS AND TREATMENT OF WELD TABS
145 3.5. TACK WELDS
3.6. CONTINUITY PLATES
146 3.7. QUALITY CONTROL AND QUALITY ASSURANCE
147 CHAPTER 4
4.1. FASTENER ASSEMBLIES
4.2. INSTALLATION REQUIREMENTS
4.3. QUALITY CONTROL AND QUALITY ASSURANCE
148 CHAPTER 5
5.1. GENERAL
149 5.2. SYSTEMS
5.3. PREQUALIFICATION LIMITS 1. Beam Limitations
150 2. Column Limitations
152 5.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
5.5. BEAM FLANGE-TO-COLUMN FLANGE WELD LIMITATIONS
5.6. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
153 5.7. FABRICATION OF FLANGE CUTS
5.8. DESIGN PROCEDURE
156 CHAPTER 6
6.1. GENERAL
6.2. SYSTEMS
157 6.3. PREQUALIFICATION LIMITS
6.4. BEAM LIMITATIONS
6.5. COLUMN LIMITATIONS
158 6.6. COLUMN-BEAM RELATIONSHIP LIMITATIONS
6.7. CONTINUITY PLATES
6.8. BOLTS
6.9. CONNECTION DETAILING
159 6.10. DESIGN PROCEDURE
160 CHAPTER 7
7.1. GENERAL
162 7.2. SYSTEMS
7.3. PREQUALIFICATION LIMITS 1. Beam Limitations
163 2. Column Limitations
7.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
7.5. CONNECTION DETAILING
164 7.6. DESIGN PROCEDURE
167 CHAPTER 8
8.1. GENERAL
169 8.3. PREQUALIFICATION LIMITS
8.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
170 8.5. BEAM FLANGE-TO-COLUMN FLANGE WELDS
8.6. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
171 8.7. DESIGN PROCEDURE
173 CHAPTER 9
9.1. GENERAL
9.2. SYSTEMS
174 9.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
175 3. Bracket Limitations
9.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
9.5. BRACKET-TO-COLUMN FLANGE CONNECTION LIMITATIONS
177 9.6. BRACKET-TO-BEAM FLANGE CONNECTION LIMITATIONS
9.7. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
9.8. CONNECTION DETAILING
178 9.9. DESIGN PROCEDURE
182 CHAPTER 10
10.1. GENERAL
184 10.2. SYSTEMS
10.3. PREQUALIFICATION LIMITS 1. Beam Limitations
185 2. Column Limitations
3. Collar Limitations
10.4. COLLAR CONNECTION LIMITATIONS
186 10.5. BEAM WEB-TO-COLLAR CONNECTION LIMITATIONS
10.6. BEAM FLANGE-TO-COLLAR FLANGE WELDING LIMITATIONS
10.7. COLUMN-BEAM RELATIONSHIP LIMITATIONS
10.8. DESIGN PROCEDURE
189 CHAPTER 11
11.1. GENERAL
191 11.2. SYSTEMS
192 11.3. PREQUALIFICATION LIMITS 1. Beam Limitations
195 2. Column Limitations
3. Connection Limitations
11.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
197 11.5. CONNECTION WELDING LIMITATIONS
11.6. CONNECTION DETAILING
11.7. DESIGN PROCEDURE
200 Connection Design
205 APPENDIX A
A1. CAST STEEL GRADE
A2. QUALITY CONTROL (QC)
2. First Article Inspection (FAI) of Castings
3. Visual Inspection of Castings
4. Nondestructive Testing (NDT) of Castings
206 6. Tensile Requirements
207 A3. MANUFACTURER DOCUMENTS
208 APPENDIX B
209 ALL CONNECTIONS
210 CHAPTER 5 REDUCED BEAM SECTION (RBS) MOMENT CONNECTION
212 CHAPTER 6 BOLTED UNSTIFFENED AND STIFFENED EXTENDED END-PLATE MOMENT CONNECTIONS
217 CHAPTER 7 BOLTED FLANGE PLATE (BFP) MOMENT CONNECTION
218 CHAPTER 8 WELDED UNREINFORCED FLANGE–WELDED WEB (WUF-W) MOMENT CONNECTION
CHAPTER 9 KAISER BOLTED BRACKET (KBB) MOMENT CONNECTION
219 CHAPTER 10 CONXTECH CONXL MOMENT CONNECTION
CHAPTER 11 SIDEPLATE MOMENT CONNECTION
221 APPENDIX A CASTING REQUIREMENTS
AISC A358 10W
$32.50