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Significant Changes to the Wind Load Provisions of ASCE 7-10, 2010
- Table of Contents
- Preface
- Part I: Reorganization [Go to Page]
- All Sections
- Part II: General Requirements for Determining Wind Loads [Go to Page]
- Figures 26.5-1A, 26.5-1B, 26.5-1C Basic Wind Speeds
- Section 26.5, Figures 26.5-1A, 26.5-1B, and 26.5-1C
- Section 26.7.2 Surface Roughness Categories
- Section 26.7.3 Exposure Categories
- Section 26.2, 26.10.3 Protection of Glazed Openings
- Section 26.9.1 Frequency Determination
- Section 26.10.3.1 Protection of Glazed Openings and Roof Aggregate
- Part III: Analytical Methods for Determining Wind Loads (MWFRS) [Go to Page]
- Section 27.4.4, 28.4.2 Roof Overhangs
- Section 27.4.7, 28.4.4, 28.6.4 Minimum Design Wind Loads
- Figure 28.4-1 External MWFRS Pressure Coefficients – Envelope Procedure (Low-rise Buildings)
- Part IV: Simplified Methods for Determing Wind Loads [Go to Page]
- Section 26.2 Definitions, Simple Diaphragm Building
- Section 28.6-1 Enclosed Simple Diaphragm Low-Rise Buildings – Wind Loads – (MWFRS)
- Sections 27.5, 27.6 Enclosed Simple Diaphragm Buildings with h ≤ 160 ft (48.8 m)
- Part V: Components and Cladding [Go to Page]
- Section 30.7 Buildings with h≤160 ft (48.8 m) (Simplified) Simplified Method for Component and Cladding Loads
- Section 30.10.1 Rooftop Overhangs
- Part VI: Other Buildings and Structures [Go to Page]
- Section 29.4 Solid Freestanding Walls and Solid Signs
- Section 29.5.1 Rooftop Structures and Equipment
- Part VII: Wind Tunnel Testing [Go to Page]
- Section 31.4.1 Mean Recurrence Intervals of Load Effects
- Section 31.4.3 Limitations on Loads
- About the Author [Go to Page]