{"id":78800,"date":"2024-10-17T18:25:34","date_gmt":"2024-10-17T18:25:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411162-2010\/"},"modified":"2024-10-24T19:38:10","modified_gmt":"2024-10-24T19:38:10","slug":"asce-9780784411162-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411162-2010\/","title":{"rendered":"ASCE 9780784411162 2010"},"content":{"rendered":"
T. Eric Stafford summarizes the changes to the wind load requirements set forth in the latest edition of the Standard for minimum design loads.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Part I: Reorganization <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | All Sections <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Part II: General Requirements for Determining Wind Loads <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Figures 26.5-1A, 26.5-1B, 26.5-1C Basic Wind Speeds <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Section 26.5, Figures 26.5-1A, 26.5-1B, and 26.5-1C <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Section 26.7.2 Surface Roughness Categories <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Section 26.7.3 Exposure Categories <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Section 26.2, 26.10.3 Protection of Glazed Openings <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Section 26.9.1 Frequency Determination <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Section 26.10.3.1 Protection of Glazed Openings and Roof Aggregate <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Part III: Analytical Methods for Determining Wind Loads (MWFRS) <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Section 27.4.4, 28.4.2 Roof Overhangs <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Section 27.4.7, 28.4.4, 28.6.4 Minimum Design Wind Loads <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Figure 28.4-1 External MWFRS Pressure Coefficients \u2013 Envelope Procedure (Low-rise Buildings) <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Part IV: Simplified Methods for Determing Wind Loads <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Section 26.2 Definitions, Simple Diaphragm Building <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Section 28.6-1 Enclosed Simple Diaphragm Low-Rise Buildings \u2013 Wind Loads \u2013 (MWFRS) <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Sections 27.5, 27.6 Enclosed Simple Diaphragm Buildings with h ≤ 160 ft (48.8 m) <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Part V: Components and Cladding <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Section 30.7 Buildings with h≤160 ft (48.8 m) (Simplified) Simplified Method for Component and Cladding Loads <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | Section 30.10.1 Rooftop Overhangs <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Part VI: Other Buildings and Structures <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | Section 29.4 Solid Freestanding Walls and Solid Signs <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Section 29.5.1 Rooftop Structures and Equipment <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Part VII: Wind Tunnel Testing <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | Section 31.4.1 Mean Recurrence Intervals of Load Effects <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Section 31.4.3 Limitations on Loads <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | About the Author <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Significant Changes to the Wind Load Provisions of ASCE 7-10<\/b><\/p>\n |