{"id":208657,"date":"2024-10-19T13:27:24","date_gmt":"2024-10-19T13:27:24","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awc-sdpws-2001-supplement\/"},"modified":"2024-10-25T06:09:53","modified_gmt":"2024-10-25T06:09:53","slug":"awc-sdpws-2001-supplement","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awc\/awc-sdpws-2001-supplement\/","title":{"rendered":"AWC SDPWS 2001 Supplement"},"content":{"rendered":"
2001 ASD\/LRFD Wind\/Seismic Supplement Special Design Provisions for Wind and Seismic (SDPWS).<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Table of Contents List of Tables <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | 1 DESIGNER FLOWCHART <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1.1 Flowchart <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 2 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 2.1 General 2.1.1 Scope 2.1.2 Design Methods 2.2 Terminology <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 2.3 Notation <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3 MEMBERS AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 3.1 Framing 3.1.1 Wall Framing 3.1.2 Floor Framing 3.1.3 Roof Framing 3.2 Sheathing 3.2.1 Wall Sheathing 3.2.2 Floor Sheathing <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 3.2.3 Roof Sheathing 3.3 Connections 3.3.1 Connections <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4 LATERAL FORCERESISTING SYSTEMS <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.1 General 4.1.1 Design Requirements 4.1.2 Shear Capacity 4.1.3 Deformation Requirements 4.1.4 Boundary Elements 4.1.5 Wood Systems Resisting Horizontal Seismic Forces Contributed by Masonry and Concrete 4.1.6 Toenails <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.2 Wood Diaphragms 4.2.1 Application Requirements 4.2.2 Deflection 4.2.3 Shear Capacities 4.2.4 Diaphragm Aspect Ratios 4.2.5 Horizontal Distribution of Shear <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 4.2.6 Construction Requirements 4.2.7 Diaphragm Assemblies <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 4.3 Wood Shear Walls 4.3.1 Application Requirements 4.3.2 Deflection 4.3.3 Shear Capacities <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 4.3.4 Shear Wall Aspect Ratios 4.3.5 Shear Walls With Openings 4.3.6 Construction Requirements <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 4.3.7 Shear Wall Systems <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 5 REFERENCES <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | References <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Special Design Provisions for Wind and Seismic Supplement<\/b><\/p>\n |