AISC A360 10 4thprint:2010 Edition
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ANSI/AISC 360-10: Specification for Structural Steel Buildings, Fourth Printing 2/2015
Published By | Publication Date | Number of Pages |
AISC | 2010 | 609 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Cover |
2 | Copyright |
3 | PREFACE |
5 | TABLE OF CONTENTS |
27 | SYMBOLS |
43 | GLOSSARY |
57 | CHAPTER A |
66 | CHAPTER B |
76 | CHAPTER C |
82 | CHAPTER D |
87 | CHAPTER E |
100 | CHAPTER F |
123 | CHAPTER G |
129 | CHAPTER H |
137 | CHAPTER I |
161 | CHAPTER J |
196 | CHAPTER K |
200 | TABLE K1.2. (continued) Available Strengths of Plate-to-Rectangular HSS Connections |
201 | TABLE K1.2 (continued) Available Strengths of Plate-to-Rectangular HSS Connections |
202 | TABLE K1.2A Limits of Applicability of Table K1.2 |
204 | TABLE K2.1 Available Strengths of Round HSS-to-HSS Truss Connections |
205 | TABLE K2.1 (continued) Available Strengths of Round HSS-to-HSS Truss Connections |
213 | TABLE K3.2 Available Strengths of Rectangular HSS-to-HSS Moment Connections |
214 | TABLE K3.2 (continued) Available Strengths of Rectangular HSS-to-HSS Moment Connections |
219 | CHAPTER L |
221 | CHAPTER M |
226 | CHAPTER N |
239 | APPENDIX 1 |
244 | APPENDIX 2 |
248 | APPENDIX 3 |
270 | APPENDIX 4 |
273 | TABLE A-4.2.1 Properties of Steel at Elevated Temperatures |
274 | TABLE A-4.2.2 Properties of Concrete at Elevated Temperatures |
279 | APPENDIX 5 |
283 | APPENDIX 6 |
289 | APPENDIX 7 |
293 | APPENDIX 8 |
302 | CHAPTER A |
309 | CHAPTER B |
328 | CHAPTER C |
338 | CHAPTER D |
346 | CHAPTER E |
358 | CHAPTER F |
381 | CHAPTER G |
387 | CHAPTER H |
400 | CHAPTER I |
439 | CHAPTER J |
481 | CHAPTER K |
495 | CHAPTER L |
501 | CHAPTER M |
506 | CHAPTER N |
524 | APPENDIX 1 |
532 | APPENDIX 2 |
535 | APPENDIX 3 |
539 | APPENDIX 4 |
553 | APPENDIX 5 |
557 | APPENDIX 6 |
565 | APPENDIX 7 |
576 | APPENDIX 8 |