ASCE GuidetoWindLoadsASCE7 02 2002
$32.50
Guide to the Use of the Wind Load Provisions of ASCE 7-02
| Published By | Publication Date | Number of Pages |
| ASCE | 2002 | 141 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 6 | Contents |
| 8 | List of Figures |
| 10 | List of Tables |
| 14 | Preface Acknowledgments |
| 16 | 1. Introduction |
| 17 | 1.1 Objective of the Guide 1.2 Significant Changes |
| 18 | 1.3 Limitations of Standard |
| 19 | 1.4 Technical Literature |
| 21 | 2. Wind Load Provisions 2.1 Format 2.2 Design Procedures |
| 25 | 2.3 Method 3, Wind Tunnel Procedure 2.4 Equations for Graphs |
| 32 | 3. Examples |
| 33 | 3.1 Example 1: 30-ft × 60-ft × 15-ft Commercial Building with Concrete Masonry Unit Walls |
| 39 | 3.2 Example 2: Ex. 1 Using Simplified Procedure |
| 41 | 3.3 Example 3: 100-ft × 200-ft × 160-ft-High Office Building |
| 52 | 3.4 Example 4: Office Building of Ex. 3 Located on an Escarpment |
| 54 | 3.5 Example 5: 2,500-ft[sup(2)] House with Gable/Hip Roof |
| 62 | 3.6 Example 6: 200-ft × 250-ft Gable Roof Commercial/Warehouse Building Using Buildings of All Height Provisions |
| 74 | 3.7 Example 7: Building of Ex. 6 Using Low-Rise Building Provisions |
| 81 | 3.8 Example 8: 40-ft × 80-ft Commercial Building with Monoslope Roof with Overhang |
| 93 | 3.9 Example 9: U-Shaped Apartment Building |
| 103 | 3.10 Example 10: 50-ft × 20-ft Billboard Sign on Poles (Flexible) 60 ft Above Ground |
| 108 | 3.11 Example 11: Domed Roof Building |
| 115 | 3.12 Example 12: Unusually Shaped Building |
| 125 | 4. Frequently Asked Questions |
| 134 | References |
| 138 | Index A B C D E |
| 139 | F G H I J L M |
| 140 | N O P R S T |
| 141 | U V W |
