{"id":191145,"date":"2024-10-19T12:04:42","date_gmt":"2024-10-19T12:04:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a360-10-4thprint\/"},"modified":"2024-10-25T04:32:54","modified_gmt":"2024-10-25T04:32:54","slug":"aisc-a360-10-4thprint","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a360-10-4thprint\/","title":{"rendered":"AISC A360 10 4thprint"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | SYMBOLS <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | GLOSSARY <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | CHAPTER A <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | CHAPTER B <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | CHAPTER C <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | CHAPTER D <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | CHAPTER E <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | CHAPTER F <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | CHAPTER G <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | CHAPTER H <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | CHAPTER I <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | CHAPTER J <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | CHAPTER K <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | TABLE K1.2. (continued) Available Strengths of Plate-to-Rectangular HSS Connections <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | TABLE K1.2 (continued) Available Strengths of Plate-to-Rectangular HSS Connections <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | TABLE K1.2A Limits of Applicability of Table K1.2 <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | TABLE K2.1 Available Strengths of Round HSS-to-HSS Truss Connections <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | TABLE K2.1 (continued) Available Strengths of Round HSS-to-HSS Truss Connections <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | TABLE K3.2 Available Strengths of Rectangular HSS-to-HSS Moment Connections <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | TABLE K3.2 (continued) Available Strengths of Rectangular HSS-to-HSS Moment Connections <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | CHAPTER L <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | CHAPTER M <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | CHAPTER N <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | APPENDIX 1 <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | APPENDIX 2 <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | APPENDIX 3 <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | APPENDIX 4 <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | TABLE A-4.2.1 Properties of Steel at Elevated Temperatures <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | TABLE A-4.2.2 Properties of Concrete at Elevated Temperatures <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | APPENDIX 5 <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | APPENDIX 6 <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | APPENDIX 7 <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | APPENDIX 8 <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | CHAPTER A <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | CHAPTER B <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | CHAPTER C <\/td>\n<\/tr>\n | ||||||
338<\/td>\n | CHAPTER D <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | CHAPTER E <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | CHAPTER F <\/td>\n<\/tr>\n | ||||||
381<\/td>\n | CHAPTER G <\/td>\n<\/tr>\n | ||||||
387<\/td>\n | CHAPTER H <\/td>\n<\/tr>\n | ||||||
400<\/td>\n | CHAPTER I <\/td>\n<\/tr>\n | ||||||
439<\/td>\n | CHAPTER J <\/td>\n<\/tr>\n | ||||||
481<\/td>\n | CHAPTER K <\/td>\n<\/tr>\n | ||||||
495<\/td>\n | CHAPTER L <\/td>\n<\/tr>\n | ||||||
501<\/td>\n | CHAPTER M <\/td>\n<\/tr>\n | ||||||
506<\/td>\n | CHAPTER N <\/td>\n<\/tr>\n | ||||||
524<\/td>\n | APPENDIX 1 <\/td>\n<\/tr>\n | ||||||
532<\/td>\n | APPENDIX 2 <\/td>\n<\/tr>\n | ||||||
535<\/td>\n | APPENDIX 3 <\/td>\n<\/tr>\n | ||||||
539<\/td>\n | APPENDIX 4 <\/td>\n<\/tr>\n | ||||||
553<\/td>\n | APPENDIX 5 <\/td>\n<\/tr>\n | ||||||
557<\/td>\n | APPENDIX 6 <\/td>\n<\/tr>\n | ||||||
565<\/td>\n | APPENDIX 7 <\/td>\n<\/tr>\n | ||||||
576<\/td>\n | APPENDIX 8 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ANSI\/AISC 360-10: Specification for Structural Steel Buildings, Fourth Printing 2\/2015<\/b><\/p>\n |