{"id":30080,"date":"2024-10-17T03:26:04","date_gmt":"2024-10-17T03:26:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-guidetosnowloadasce7-10\/"},"modified":"2024-10-24T14:17:21","modified_gmt":"2024-10-24T14:17:21","slug":"asce-guidetosnowloadasce7-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-guidetosnowloadasce7-10\/","title":{"rendered":"ASCE GuidetoSnowloadASCE7 10"},"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 | ||||||
10<\/td>\n | Unit Conversions <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 2. Ground Snow Loads <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 2.1 Influence of Latitude, Elevation, and Coastlines <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 2.2 Site-Specific Case Studies <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Example 2-1: Ground Snow Loads <\/td>\n<\/tr>\n | ||||||
22<\/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 | ||||||
28<\/td>\n | 3.3 Exposure Factor (C[sub(e)]) <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 3.4 Thermal Factor (C[sub(t)]) <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 3.5 Importance Factor (I[sub(s)]) <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 3.6 Minimum Snow Loads for Low-Sloped Roofs <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Example 3-1: Roof Exposure <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 4. Sloped Roof Snow Loads 4.1 Snow Sliding <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 4.2 Balanced Roof Snow Load for Common New Construction Example 4-1: Uniform Roof Snow Load, Monoslope Roof (1 on 12) <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Example 4-2: Uniform Roof Snow Load, Monoslope Roof (4 on 12) <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Example 4-3: Uniform Roof Snow Load, Wide Gable Roof <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 5. Partial Loads 5.1 Continuous-Beam Systems <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 5.2 Other Structural Systems <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Example 5-1: Uniform and Partial Snow Loads, Monoslope Roof with Overhang <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Example 5-2: Partial Snow Load, Continuous Purlins in Gable Roof (1 on 12) <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Example 5-3: Partial Snow Load, Continuous Purlins in Gable Roof (3 on 12) <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 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 | ||||||
60<\/td>\n | 6.2 Curved Roofs <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 6.3 Sawtooth-Type Roofs <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 6.4 Domes Example 6-1: Unbalanced Snow Load, Narrow Gable Roof <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Example 6-2: Unbalanced Snow Load, Wide Gable Roof <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Example 6-3: Unbalanced Snow Load, Asymmetric Gable Roof <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Example 6-4: Balanced and Unbalanced Snow Load, Curved Roof <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Example 6-5: Unbalanced Snow Load, Sawtooth Roof <\/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 <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 7.3 Adjacent Roofs <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Example 7-1: Roof Step Drift Load <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Example 7-2: Roof Step Drift, Limited Height <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Example 7-3: Roof Step Drift, Low Ground Snow Load <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Example 7-4: Roof Step Drift, Adjacent Structure <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 8. Roof Projections <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Example 8-1: Parapet Wall Drift <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Example 8-2: Rooftop Unit (RTU) Drift <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Example 8-3: Parapet Wall Drift, Low Ground Snow Load <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 9. Sliding Snow Loads 9.1 Adjacent Roofs <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 9.2 Separated Roofs Example 9-1: Sliding Snow Load, Residential Gable Roof (4 on 12) <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Example 9-2: Sliding Snow Load, Commercial Gable Roof (1 on 12) <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | Example 9-3: Sliding Snow Load, Separated Roof <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 10. Rain-on-Snow Surcharge Loads <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Example 10-1: Uniform Design Snow Load, Monoslope Roof (\u00bc on 12) <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Example 10-2: Uniform Design Snow Load, Gable Roof (\u00bc 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 Design Example 1 <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | Design Example 2 <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | Design Example 3 <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 13. Frequently Asked Questions <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Appendix <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | Index A B C D E <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | F G H I L M N P <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | Q R S T <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | U W <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | About the Author <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Guide to the Snow Load Provisions of ASCE 7-10<\/b><\/p>\n |