ASCE GuidetoWindLoadsASCE7 05 2005
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Guide to the Wind Load Provisions of ASCE 7-05
| Published By | Publication Date | Number of Pages |
| ASCE | 2005 | 168 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 6 | Contents |
| 8 | Preface |
| 9 | Table of Conversion Factors |
| 10 | Chapter 1 Introduction |
| 11 | Objective of the Guide Significant Changes and Additions |
| 12 | Limitations of Standard |
| 14 | Technical Literature |
| 16 | Chapter 2 Wind Load Provisions Format |
| 17 | Design Procedures |
| 21 | Method 3, Wind Tunnel Procedure |
| 22 | Equations for Graphs |
| 32 | Chapter 3 Examples Example 1: 30-ft × 60-ft × 15-ft Commercial Building with Concrete Masonry Unit Walls |
| 40 | Example 2: Ex. 1 Using Simplified Procedure |
| 44 | Example 3: 100-ft × 200-ft × 160-ft High Office Building |
| 56 | Example 4: Office Building from Ex. 3 Located on an Escarpment |
| 59 | Example 5: 2,500-ft[sup(2)] House with Gable/Hip Roof |
| 68 | Example 6: 200-ft × 250-ft Gable Roof Commercial/ Warehouse Building Using Buildings of All Height Provisions |
| 81 | Example 7: Building from Ex. 6 Using Low-Rise Building Provisions |
| 89 | Example 8: 40-ft × 80-ft Commercial Building with Monoslope Roof with Overhang |
| 102 | Example 9: U-Shaped Apartment Building |
| 113 | Example 10: 50-ft × 20-ft Billboard Sign on Poles (Flexible) 60 ft Above Ground |
| 120 | Example 11: Domed Roof Building |
| 128 | Example 12: Unusually Shaped Building |
| 139 | Example 13: 30-ft × 60-ft Open Building with Gable Roof |
| 146 | Chapter 4 Frequently Asked Questions |
| 156 | References |
| 162 | Index A B |
| 163 | C D E F G |
| 164 | H I L M N O P |
| 165 | R S T U V W |
| 168 | About the Authors |
