{"id":78973,"date":"2024-10-17T18:27:41","date_gmt":"2024-10-17T18:27:41","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784408575-2007\/"},"modified":"2024-10-24T19:38:42","modified_gmt":"2024-10-24T19:38:42","slug":"asce-9780784408575-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784408575-2007\/","title":{"rendered":"ASCE 9780784408575 2007"},"content":{"rendered":"
Michael O’Rourke provides a detailed authoritative interpretation of the snow load provisions of Minimum Design Loads for Buildings and Other Structures, Standard ASCE\/SEI 7-05.<\/p>\n
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 | ||||||
10<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Table of Conversion Factors <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 2. Ground Snow Loads <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2.1 Influence of Latitude, Elevation, and Coastlines <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 2.2 Site-Specific Case Studies <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 2.3 Example 2.1: Ground Snow Loads <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 3. Flat Roof Snow Loads 3.1 Measured Conversion Factors <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 3.2 Flat Roof Snow Load <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 3.3 Exposure Factor (C[sub(e)]) <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 3.4 Example 3.1: Roof Exposure <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 3.5 Thermal Factor (C[sub(t)]) <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 3.6 Importance Factor (I) <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 3.7 Minimum Roof Snow Loads <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 4. Sloped Roof Snow Loads <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 4.1 Example 4.1: Uniform Roof Snow Load, Monoslope Roof (1 on 12) <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 4.2 Example 4.2: Uniform Roof Snow Load, Monoslope Roof (4 on 12) 4.3 Example 4.3: Uniform Roof Snow Load, Wide Gable Roof <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 4.4 Example 4.4: Uniform Roof Snow Load, Narrow Gable Roof 4.5 Balanced Roof Snow Load for Common New Construction <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 5. Partial Loads <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 5.1 Continuous-Beam Systems <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 5.2 Other Structural Systems <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 5.3 Example 5.1: Uniform and Partial Snow Load, Monoslope Roof with Overhang <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 5.4 Example 5.2: Partial Snow Load, Continuous Purlins in Gable Roof (1 on 12) <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 5.5 Example 5.3: Partial Snow Load, Continuous Purlins in Gable Roof (3 on 12) <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 5.6 Example 5.4: Partial Snow Load, Cantilevered Roof Girder System <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 6. Unbalanced Loads 6.1 Hip and Gable Roofs <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 6.2 Example 6.1: Unbalanced Snow Load, Narrow Gable Roof <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 6.3 Example 6.2: Unbalanced Snow Load, Wide Gable Roof <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 6.4 Example 6.3: Unbalanced Snow Load, Asymmetric Gable Roof <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 6.5 Curved Roofs <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 6.6 Example 6.4: Balanced and Unbalanced Snow Load, Curved Roof <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | 6.7 Sawtooth-Type Roofs 6.8 Example 6.5: Unbalanced Snow Load, Sawtooth Roof <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 6.9 Domes <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | 7. Drifts on Lower Roofs <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 7.1 Leeward Drift <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 7.2 Windward Drift 7.3 Example 7.1: Roof Step Drift Load <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 7.4 Example 7.2: Roof Step Drift, Limited Height 7.5 Example 7.3: Roof Step Drift, Adjacent Structure <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 7.6 Example 7.4: Roof Step Drift, Low Ground Snow Load <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 8. Roof Projections <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 8.1 Example 8.1: Parapet Wall Drift <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 8.2 Example 8.2: Rooftop Unit (RTU) Drift <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 8.3 Example 8.3: Parapet Wall Drift, Low Ground Snow Load <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 9. Sliding Snow Loads <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 9.1 Example 9.1: Sliding Snow Load, Residential Gable Roof (4 on 12) <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 9.2 Example 9.2: Sliding Snow Load, Commercial Gable Roof (1 on 12) <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 9.3 Example 9.3: Sliding Load, Low Ground Snow Area <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 10. Rain-on-Snow Surcharge Loads <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 10.1 Example 10.1: Uniform Design Snow Load, Monoslope Roof (1\/4 on 12) <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 10.2 Example 10.2: Uniform Design Snow Load, Gable Roof (1\/4 on 12) <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | 11. Ponding Instability and Existing Roofs 11.1 Ponding Instability <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 11.2 Existing Roofs <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 12. Design Examples 12.1 Design Example 1 <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 12.2 Design Example 2 <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 12.3 Design Example 3 <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 13. Frequently Asked Questions <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Appendix <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Index B C D E <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | F G H I L M O P R <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | S T U W <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | About the Author <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Snow Loads<\/b><\/p>\n |