{"id":30076,"date":"2024-10-17T03:26:02","date_gmt":"2024-10-17T03:26:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-guidetowindloadsasce7-02-2002\/"},"modified":"2024-10-24T14:17:21","modified_gmt":"2024-10-24T14:17:21","slug":"asce-guidetowindloadsasce7-02-2002","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-guidetowindloadsasce7-02-2002\/","title":{"rendered":"ASCE GuidetoWindLoadsASCE7 02 2002"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Preface Acknowledgments <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1.1 Objective of the Guide 1.2 Significant Changes <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1.3 Limitations of Standard <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.4 Technical Literature <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 2. Wind Load Provisions 2.1 Format 2.2 Design Procedures <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 2.3 Method 3, Wind Tunnel Procedure 2.4 Equations for Graphs <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 3. Examples <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 3.1 Example 1: 30-ft \u00c3\u2014 60-ft \u00c3\u2014 15-ft Commercial Building with Concrete Masonry Unit Walls <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 3.2 Example 2: Ex. 1 Using Simplified Procedure <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 3.3 Example 3: 100-ft \u00c3\u2014 200-ft \u00c3\u2014 160-ft-High Office Building <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 3.4 Example 4: Office Building of Ex. 3 Located on an Escarpment <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 3.5 Example 5: 2,500-ft[sup(2)] House with Gable\/Hip Roof <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 3.6 Example 6: 200-ft \u00c3\u2014 250-ft Gable Roof Commercial\/Warehouse Building Using Buildings of All Height Provisions <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 3.7 Example 7: Building of Ex. 6 Using Low-Rise Building Provisions <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 3.8 Example 8: 40-ft \u00c3\u2014 80-ft Commercial Building with Monoslope Roof with Overhang <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | 3.9 Example 9: U-Shaped Apartment Building <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 3.10 Example 10: 50-ft \u00c3\u2014 20-ft Billboard Sign on Poles (Flexible) 60 ft Above Ground <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 3.11 Example 11: Domed Roof Building <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 3.12 Example 12: Unusually Shaped Building <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 4. Frequently Asked Questions <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Index A B C D E <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | F G H I J L M <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | N O P R S T <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | U V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Guide to the Use of the Wind Load Provisions of ASCE 7-02<\/b><\/p>\n |