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eLibrary > Guide to the Snow Load Provisions of ASCE 7-22 >

Guide to the Snow Load Provisions of ASCE 7-22, 2023

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Guide to the Snow Load Provisions of ASCE 7-22, 2023

Snow Loads
Contents
Chapter 1: [Go to Page]
References
Chapter 2: [Go to Page]
2.1 The Maps: Influence of Latitude, Elevation, and Coastlines
2.2 The Maps: Site-Specific Case Studies
2.3 State Tables
2.4 Exceptions and Clarifications
Example G2-1. Ground Snow Loads [Go to Page]
Problem
Solution
Example G2-2. Exemptions [Go to Page]
Problem
Solution
References
Chapter 3: [Go to Page]
3.1 Measured Conversion Factors
3.2 Flat Roof Snow Load (pf)
3.3 Exposure Factor (Ce)
3.4 Thermal Factor (Ct)
3.5 Minimum Snow Loads for Low-Sloped Roofs
3.6 Snow Load for Near-Ground Surfaces
Example G3-1. Roof Exposure [Go to Page]
Problem
Solution
Example G3-2. Thermal Factor [Go to Page]
Problem
Solution
References
Chapter 4: [Go to Page]
4.1 Snow Sliding
4.2 Air-Supported Structures
4.3 Overall Comparison with Observations
Example G4-1. Uniform Roof Snow Load, Monoslope Roof (1 on 12) [Go to Page]
Problem
Solution
Example G4-2. Uniform Roof Snow Load, Monoslope Roof (4 on 12) [Go to Page]
Problem
Solution
Example G4-3. Uniform Roof Snow Load, Wide Gable Roof [Go to Page]
Problem
Solution
References
Chapter 5: [Go to Page]
5.1 Continuous-Beam Systems
5.2 Other Structural Systems
Example G5-1. Uniform and Partial Snow Loads, Monoslope Roof with Overhang [Go to Page]
Problem
Solution
Purlins
Roof Trusses
Example G5-2. Partial Snow Load, Continuous Purlins in Gable Roof (1 on 12) [Go to Page]
Problem
Solution
Example G5-3. Partial Snow Load, Cantilevered Roof Girder System [Go to Page]
Problem
Solution
Chapter 6: [Go to Page]
6.1 Hip and Gable Roofs
6.2 Curved Roofs [Go to Page]
6.2.1 Balanced Loads
6.2.2 Unbalanced Loads
6.3 Sawtooth-Type Roofs
6.4 Domes
Example G6-1. Unbalanced Snow Load, Narrow Gable Roof [Go to Page]
Problem
Solution
Example G6-2. Unbalanced Snow Load, Wide-Gable Roof [Go to Page]
Problem
Solution
Example G6-3. Unbalanced Snow Load, Asymmetric Gable Roof [Go to Page]
Problem
Solution
Example G6-4. Balanced and Unbalanced Snow Load, Curved Roof [Go to Page]
Problem
Solution
Balanced Load
Unbalanced Load
Example G6-5. Unbalanced Snow Load, Sawtooth Roof [Go to Page]
Problem
Solution
Balanced Load
Unbalanced Loads
Reference
Chapter 7: [Go to Page]
7.1 Leeward Drift [Go to Page]
7.1.1 New Approach
7.1.2 Drift Height Modifying Factor
7.2 Windward Drift
7.3 Adjacent Roofs
7.4 Roof Steps in Series
Example G7-1. Roof Step Drift Load [Go to Page]
Problem
Solution
Leeward Drift
Windward Drift
Example G7-2. Roof Step Drift, Limited Height [Go to Page]
Problem
Solution
Example G7-3. Roof Step Drift, Adjacent Structure [Go to Page]
Problem
Solution
Example G7-4. Roof Steps in Series [Go to Page]
Problem
Solution
Example G7-5. Roof Step Leeward Drift Controls [Go to Page]
Problem
Solution
Example G7-6. Roof Step Windward Drift Controls [Go to Page]
Problem
Solution
Chapter 8: [Go to Page]
8.1 Snow Capture Walls
Example G8-1. Parapet Wall Drift [Go to Page]
Problem
Solution
Drift Load
Example G8-2. Rooftop Unit Drift [Go to Page]
Problem
Solution
Example G8-3. Elimination of Rooftop Unit Drift [Go to Page]
Problem
Solution
Example G8-4. Parapet Wall Revised [Go to Page]
Problem
Solution
Example G8-5. Snow Capture Wall [Go to Page]
Problem
Solution
References
Chapter 9: [Go to Page]
9.1 Adjacent Roofs
9.2 Separated Roofs
Example G9-1. Sliding Snow Load, Residential Gable Roof (4 on 12) [Go to Page]
Problem
Solution
Flat Roof and Balanced Loads
Sliding Load
Example G9-2. Sliding Snow Load, Commercial Gable Roof (1 on 12) [Go to Page]
Problem
Solution
Sliding Load
Example G9-3. Sliding Load, Separated Roof [Go to Page]
Problem
Solution
Chapter 10: [Go to Page]
Example G10-1. Uniform Design Snow Load, Monoslope Roof (1/4 on 12) [Go to Page]
Problem
Solution
Example G10-2. Uniform Design Snow Load, Gable Roof (1/4 on 12) [Go to Page]
Problem
Solution
References
Chapter 11: [Go to Page]
11.1 Ponding Instability
11.2 Existing Roofs
Example G11-1. Susceptible Bays Purlin-Parallel Geometry [Go to Page]
Problem
Solution
Example G11-2. Susceptible Bays Purlin-Perpendicular Geometry [Go to Page]
Problem
Solution
Chapter 12: [Go to Page]
12.1 Floor-Level Snow Loads
12.2 Snow Load on Piping and Cable Trays
Example G12-1. Isolated Cable Tray [Go to Page]
Problem
Solution
Example G12-2. Adjacent Cable Trays [Go to Page]
Problem
Solution
Chapter 13: [Go to Page]
13.1 General Recommendations
13.2 Specific Recommendations
13.3 Balanced Load Considerations
13.4 Sliding Load Considerations
13.5 Drift Load Considerations
Reference
Chapter 14: [Go to Page]
14.1 Design Example 1 [Go to Page]
14.1.1 General Considerations
14.1.2 Unheated Storage Building
14.1.2.1 Unbalanced Loading
14.1.3 Heated Storage Building
14.1.3.1 Unbalanced Loading
14.1.3.2 Roof Step Drifts
14.2 Design Example 2 [Go to Page]
14.2.1 Balanced Load
14.2.1.1 Minimum Loading
14.2.1.2 Rain-on-Snow Surcharge
14.2.2 Unbalanced Loads
14.3 Design Example 3 [Go to Page]
14.3.1 Site A (pg = 64 lb/ft2)
14.3.2 Site B (pg = 10 lb/ft2)
Chapter 15: [Go to Page]
Reference
Index
About the Author
FM.pdf [Go to Page]
Title-Page_online
FM_online [Go to Page]

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Guide to the Snow Load Provisions of ASCE 7-22, 2023

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