ASCE GuidetoSnowloadASCE7 10:2010 Edition
$39.54
Guide to the Snow Load Provisions of ASCE 7-10
Published By | Publication Date | Number of Pages |
ASCE | 2010 | 176 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
6 | Contents |
8 | Preface |
10 | Unit Conversions |
12 | 1. Introduction |
16 | 2. Ground Snow Loads |
17 | 2.1 Influence of Latitude, Elevation, and Coastlines |
18 | 2.2 Site-Specific Case Studies |
20 | Example 2-1: Ground Snow Loads |
22 | 3. Flat Roof Snow Loads 3.1 Measured Conversion Factors |
27 | 3.2 Flat Roof Snow Load |
28 | 3.3 Exposure Factor (C[sub(e)]) |
30 | 3.4 Thermal Factor (C[sub(t)]) |
31 | 3.5 Importance Factor (I[sub(s)]) |
32 | 3.6 Minimum Snow Loads for Low-Sloped Roofs |
33 | Example 3-1: Roof Exposure |
36 | 4. Sloped Roof Snow Loads 4.1 Snow Sliding |
39 | 4.2 Balanced Roof Snow Load for Common New Construction Example 4-1: Uniform Roof Snow Load, Monoslope Roof (1 on 12) |
41 | Example 4-2: Uniform Roof Snow Load, Monoslope Roof (4 on 12) |
42 | Example 4-3: Uniform Roof Snow Load, Wide Gable Roof |
44 | 5. Partial Loads 5.1 Continuous-Beam Systems |
46 | 5.2 Other Structural Systems |
48 | Example 5-1: Uniform and Partial Snow Loads, Monoslope Roof with Overhang |
50 | Example 5-2: Partial Snow Load, Continuous Purlins in Gable Roof (1 on 12) |
51 | Example 5-3: Partial Snow Load, Continuous Purlins in Gable Roof (3 on 12) |
53 | Example 5-4: Partial Snow Load, Cantilevered Roof Girder System |
56 | 6. Unbalanced Loads 6.1 Hip and Gable Roofs |
60 | 6.2 Curved Roofs |
61 | 6.3 Sawtooth-Type Roofs |
62 | 6.4 Domes Example 6-1: Unbalanced Snow Load, Narrow Gable Roof |
63 | Example 6-2: Unbalanced Snow Load, Wide Gable Roof |
64 | Example 6-3: Unbalanced Snow Load, Asymmetric Gable Roof |
65 | Example 6-4: Balanced and Unbalanced Snow Load, Curved Roof |
67 | Example 6-5: Unbalanced Snow Load, Sawtooth Roof |
70 | 7. Drifts on Lower Roofs |
71 | 7.1 Leeward Drift |
78 | 7.2 Windward Drift |
79 | 7.3 Adjacent Roofs |
80 | Example 7-1: Roof Step Drift Load |
82 | Example 7-2: Roof Step Drift, Limited Height |
83 | Example 7-3: Roof Step Drift, Low Ground Snow Load |
85 | Example 7-4: Roof Step Drift, Adjacent Structure |
88 | 8. Roof Projections |
90 | Example 8-1: Parapet Wall Drift |
92 | Example 8-2: Rooftop Unit (RTU) Drift |
93 | Example 8-3: Parapet Wall Drift, Low Ground Snow Load |
96 | 9. Sliding Snow Loads 9.1 Adjacent Roofs |
99 | 9.2 Separated Roofs Example 9-1: Sliding Snow Load, Residential Gable Roof (4 on 12) |
101 | Example 9-2: Sliding Snow Load, Commercial Gable Roof (1 on 12) |
102 | Example 9-3: Sliding Snow Load, Separated Roof |
104 | 10. Rain-on-Snow Surcharge Loads |
107 | Example 10-1: Uniform Design Snow Load, Monoslope Roof (¼ on 12) |
108 | Example 10-2: Uniform Design Snow Load, Gable Roof (¼ on 12) |
110 | 11. Ponding Instability and Existing Roofs 11.1 Ponding Instability |
111 | 11.2 Existing Roofs |
112 | 12. Design Examples Design Example 1 |
119 | Design Example 2 |
124 | Design Example 3 |
130 | 13. Frequently Asked Questions |
154 | References |
156 | Appendix |
172 | Index A B C D E |
173 | F G H I L M N P |
174 | Q R S T |
175 | U W |
176 | About the Author |