{"id":78812,"date":"2024-10-17T18:25:42","date_gmt":"2024-10-17T18:25:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784408179-2006\/"},"modified":"2024-10-24T19:38:12","modified_gmt":"2024-10-24T19:38:12","slug":"asce-9780784408179-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784408179-2006\/","title":{"rendered":"ASCE 9780784408179 2006"},"content":{"rendered":"
This report documents the current practices related to bracing cold-formed steel structure elements and systems.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1. Introduction to Bracing Design 1.1 General Information 1.2 Categorization of Bracing <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1.3 Basic Bracing Models <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.4 Provisions for Bracing Hot-Rolled Steel Structures 1.5 Differences Between Hot-Rolled and Cold-Formed Steel Bracing Design <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 1.6 Thickness of Steel Components <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2. Cold-Formed Framing 2.1 Introduction <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 2.2 Sheathing Braced Designs <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 2.3 Mechanically Braced Studs <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 2.4 Floor or Roof Joists <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 2.5 Cold-Formed Truss Framing <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 2.6 Shearwalls and Roof Diaphragms in Cold-Formed Framed Construction <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 3. Cold-Formed Steel in Metal Building Systems 3.1 Introduction <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 3.2 Purlins and Girts with One Flange Through-Fastened to Sheathing <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 3.3 Purlins with One Flange Fastened to Standing Seam Metal Roofing (SSMR) 3.4 Strut-Purlins <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 3.5 Anchorage of Roof Systems under Gravity Load with Purlin Top Flange Connected to Sheathing <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 4. Miscellaneous Cold-Formed Steel Elements and Systems 4.1 Introduction 4.2 Rack Systems <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | 4.3 Shear Diaphragms <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 5. Summary <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Appendices A. Unit Conversions <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | B. Design Examples 1. Face Mounted Strap for Mechanically Braced Axially Loaded Studs (ASD) <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 2. Through-the-Punchout Bridging Design for Mechanically Braced Curtainwall Studs (ASD) <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 3. Through-the-Punchout Bridging Design for Mechanically Braced Axially Loaded Studs <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 4. Shear Wall Design (Type I) <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 5. Shear Wall Design (Type II) <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 6. Drag Strut and Truss Blocking Design <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 7. Construction Bracing for Cold-Formed Steel Roof Truss <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 8. Anchorage Forces in Roof Purlin System <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 9. Tension Flange of Roof Purlin Braced by Sheathing <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 10. Purlin with One Flange Fastened to Sheathing – Strut-Purlin <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | C. Lateral Bracing of Columns and Beams by George Winter (ASCE 1958) <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | D. Industry Organizations <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | E. References <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | Index A B C D F G J L M <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | N O P R S T W X <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Bracing Cold-Formed Steel Structures<\/b><\/p>\n |