{"id":176047,"date":"2024-10-19T10:54:47","date_gmt":"2024-10-19T10:54:47","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d804-04w-2003\/"},"modified":"2024-10-25T03:08:54","modified_gmt":"2024-10-25T03:08:54","slug":"aisc-d804-04w-2003","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d804-04w-2003\/","title":{"rendered":"AISC D804 04W 2003"},"content":{"rendered":"
Design Guide 4 (2nd Edition) makes use of yield line theory in a new design philosophy extended end-plate moment connections in wind and seismic applications. This allows extends end-plate moment connections to be designed using 50ksi steel.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Steel Design Guide 4 <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Authors <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Acknowledgements <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Chapter 1 Introduction <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Chapter 2 Background For Design Procedures <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Chapter 3 Design Procedure <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Chapter 4 Design Examples <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | References\/Bibliography <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Appendix A Nomenclature <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Appendix B Preliminary Design Tables <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | Revisions and Errata <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications (Second Edition)<\/b><\/p>\n |