{"id":30078,"date":"2024-10-17T03:26:03","date_gmt":"2024-10-17T03:26:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-guidetowindloadsasce7-05-2005\/"},"modified":"2024-10-24T14:17:22","modified_gmt":"2024-10-24T14:17:22","slug":"asce-guidetowindloadsasce7-05-2005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-guidetowindloadsasce7-05-2005\/","title":{"rendered":"ASCE GuidetoWindLoadsASCE7 05 2005"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Table of Conversion Factors <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Chapter 1 Introduction <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Objective of the Guide Significant Changes and Additions <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Limitations of Standard <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Technical Literature <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Chapter 2 Wind Load Provisions Format <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Design Procedures <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Method 3, Wind Tunnel Procedure <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Equations for Graphs <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Chapter 3 Examples Example 1: 30-ft \u00c3\u2014 60-ft \u00c3\u2014 15-ft Commercial Building with Concrete Masonry Unit Walls <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Example 2: Ex. 1 Using Simplified Procedure <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Example 3: 100-ft \u00c3\u2014 200-ft \u00c3\u2014 160-ft High Office Building <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Example 4: Office Building from Ex. 3 Located on an Escarpment <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Example 5: 2,500-ft[sup(2)] House with Gable\/Hip Roof <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Example 6: 200-ft \u00c3\u2014 250-ft Gable Roof Commercial\/ Warehouse Building Using Buildings of All Height Provisions <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Example 7: Building from Ex. 6 Using Low-Rise Building Provisions <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Example 8: 40-ft \u00c3\u2014 80-ft Commercial Building with Monoslope Roof with Overhang <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | Example 9: U-Shaped Apartment Building <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Example 10: 50-ft \u00c3\u2014 20-ft Billboard Sign on Poles (Flexible) 60 ft Above Ground <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Example 11: Domed Roof Building <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Example 12: Unusually Shaped Building <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Example 13: 30-ft \u00c3\u2014 60-ft Open Building with Gable Roof <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Chapter 4 Frequently Asked Questions <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | Index A B <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | C D E F G <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | H I L M N O P <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | R S T U V W <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | About the Authors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Guide to the Wind Load Provisions of ASCE 7-05<\/b><\/p>\n |