Structural Building Design Wind and Flood Loads 1st edition by Syed Mehdi Ashraf 1138036366 9781138036369

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ISBN-10 :  1138036366 

ISBN-13 :  9781138036369

Author:  Syed Mehdi Ashraf 

Structural Building Design: Wind and Flood Loads is based upon the author’s extensive experience in South Florida as a structural designer, building code official, and an expert witness. He has more than 30 years of engineering experience in the United States, Dubai, and India. The book illustrates the use of ASCE standards ASCE 7-16 and ASCE 24-14 in the calculations of wind and flood loads on building structures. Features: Discussions of the evolution of the ASCE 7 standards Includes discussion of wind load guidance in the International Building Code Examines the Building Envelope Product Approval System Includes numerous solved real-life examples of wind-related issues Presents numerous solved real-life examples demonstrating various flood load concepts

Structural Building Design: Wind and Flood Loads 1st Table of contents:

Part 1 Wind Loads
Chapter 1. Introduction
1.1 Major Causes of Wind Forces
1.2 Building Codes Addressing Wind and Flood Loads
1.3 Basic Wind-Engineering Concepts
1.4 Dispersal of Wind Loads in Building Structures
Chapter 2. Review of ASCE 7-16
2.1 Organization of ASCE 7-16 for Wind Load Calculations
2.2 General Requirements of Wind Load Calculations
2.2.1 Main Wind Force Resisting System and Components and Cladding
2.2.2 General Requirements
2.2.3 Wind Directionality Factor (Kd)
2.2.4 Exposure Category
2.2.5 Topographic Factor (Kzt)
2.2.6 Ground Elevation Factor (Ke)
2.2.7 Gust Effects
2.2.8 Enclosure Classifications
2.2.9 Internal Pressure Coefficient (GCpi)
2.2.10 Structural Damping
2.3 Wind Velocity Pressure
2.4 ASCE Chapter 27—Directional Procedure
2.4.1 Part (1): Enclosed, Partially Enclosed and Open Buildings of All Heights
2.4.2 Part (2): Enclosed Simple Diaphragm Buildings with H ≤ 160 ft
2.5 ASCE Chapter 28—Envelope Procedure
2.5.1 Part (1): Enclosed and Partially Enclosed Low-Rise Buildings
2.5.2 Part (2): Enclosed Simple Diaphragm Low-Rise Buildings
2.6 ASCE Chapter 29—Other Structures and Building Appurtenances
2.7 ASCE Chapter 30—Components and Cladding
2.7.1 Part (1): ASCE Chapter 30—Low-Rise Buildings
2.7.2 Part (2) ASCE Chapter 30—Low-Rise Buildings
2.7.3 Part (3) ASCE Chapter 30—Buildings with H > 60 ft
2.7.4 Part (4) ASCE Chapter 30—Buildings with H ≤ 160 ft
2.7.4.1 Parapet (Load Case A)
2.7.4.2 Parapet (Load Case B)
2.7.4.3 Roof Overhang
2.7.5 Part (5) ASCE Chapter 30—Open Buildings
2.7.6 Part (6) ASCE Chapter 30—Building Appurtenances and Rooftop Structures and Equipment
2.7.6.1 Part (6)(a): Parapets
2.7.6.2 Part (6)(b): Roof Overhang
2.7.6.3 Part (6)(c): Rooftop Structures and Equipment for Buildings with h ≤ 60 ft
2.7.6.4 Part (6)(d): Attached Canopies on Buildings with h ≤ 60 ft
2.7.7 Part (7) ASCE Chapter 30—Non-Building Structures
2.7.7.1 Circular Bins, Silos and Tanks with h ≤ 120 ft
2.7.7.2 Rooftop Solar Panels
Chapter 3. Significant Changes in ASCE Versions
3.1 History of ASCE 7
3.2 Evolution of ASCE 7
3.3 Significant Changes in ASCE 7-10 Compared to ASCE 7-05
3.4 Significant Changes in ASCE 7-16 Compared to ASCE 7-10
3.4.1 Chapter 26 Wind Loads: General Requirements
3.4.2 Chapter 27 Wind Loads on Buildings: Main Wind Force Resisting System (Directional Procedure)
3.4.3 Chapter 28 Wind Loads on Buildings: Main Wind Force Resisting System (Envelope Procedure)
3.4.4 Chapter 29 Wind Loads on Building Appurtenances and Other Structures: Main Wind Force Resisting System (Directional Procedure)
3.4.5 Chapter 30 Wind Loads: Components and Cladding
Chapter 4. Testing and Inspections
4.1 Hurricane-Prone Regions
4.2 Wind-Borne Debris Regions
4.3 Building Envelope
4.4 Structural Inspections
4.5 Product Control
4.6 Fenestration and Roof
Chapter 5. Wind-Related Solved Examples
Problem 5.1 Determination of Effective Length (Leff)
Problem 5.2 Calculation of Approximate Natural Frequency of Steel, Concrete and Concrete/Steel Buildings
Problem 5.3 Calculation of Approximate Natural Frequency of a Building with Shear Walls
Problem 5.4 Approximate Natural Frequency—Gust Effect Factor
Problem 5.5 Approximate Natural Frequency—Topographic Factor
Problem 5.6 Calculation of Velocity Pressure
Problem 5.7 Calculation of Wind Pressure Using the Directional Procedure
Problem 5.8 Calculation of Wind Pressure Using the Enclosed Simple Diaphragm Building Method
Problem 5.9 Calculation of Wind Pressures of a Building with Transverse Frames
Problem 5.10 Calculation of Wind Pressures of an Enclosed Simple Diaphragm Low-Rise Building
Problem 5.11 Calculation of Wind Pressures of a Water Tank with a Domed Roof
Problem 5.12 Calculation of Wind Pressures on a Solid Freestanding Sign
Problem 5.13 Calculation of Wind Pressures for Solar Panels
Problem 5.14 Calculation of Wind Pressures for Windows
Problem 5.15 Calculation of Hipped Roof Wind Pressures
Chapter 6. Miscellaneous Structures—Calculations of Wind Pressures
Problem 6.1 Solar Panels
Problem 6.2 Roof Diaphragm
Problem 6.3 Hurricane Straps
Problem 6.4 Fences
Problem 6.5 Signs
Problem 6.6 Rooftop Equipment
Problem 6.7 Skylights
Problem 6.8 Awnings
Problem 6.9 Parapets
Part 2 Flood Loads
Chapter 7. Introduction—Floods
7.1 Introduction
7.2 Benefits of Floods
7.3 Federal Emergency Management Agency
7.4 Examples
7.5 Title 44—Code of Federal Regulations
7.6 ASCE 7-16 and ASCE 24-14
Chapter 8. ASCE 7-16 for Flood Loads
8.1 Introduction
8.2 Breakaway Walls
8.3 Erosion and Scours
8.4 Flood Loads
8.4.1 Hydrostatic Loads
8.4.2 Hydrodynamic Loads
8.4.3 Wave Loads
8.5 Impact Loads
8.6 Scours
8.7 ASCE Load Combinations Involving Flood Loads
8.8 Effects of Hydrostatic Forces on Swimming Pools
8.9 Design Examples
8.9.1 Calculations of Loads on Piles
8.9.2 Calculations of Loads on Walls
8.9.3 Hydrodynamic and Breaking Wave Loads on Piles
8.9.4 Debris Impact
8.9.5 Swimming Pools
Chapter 9. ASCE 24-14 for Flood Loads
9.1 Introduction
9.2 ASCE 24 Chapter 1.0—General
9.3 ASCE 24 Chapter 2.0—Basic Requirements for Flood Hazard Areas That Are Not Identified as Coastal High Hazard Areas and Coastal A Zones
9.4 ASCE 24 Chapter 3.0—High Risk Flood Hazard Areas
Alluvial Fan Areas
Flash Flood Areas
Mudslide Areas
Erosion-Prone Areas
High Velocity Flow Areas
Ice Jams and Debris Areas
9.5 ASCE 24 Chapter 4.0—Coastal High Hazard Areas and Coastal A Zones
Design Loads
Wave Forces on Piles
Siting
Elevations
Foundations
Wood Piles
Steel Piles
Pre-Stressed Concrete, Reinforced Concrete and Precast Concrete Piles
9.6 ASCE 24 Chapter 5.0—Materials
ASTM A123/A123M-15 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A153/A153M-16a Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A653/A653M-15e1 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM A924/A924M-16ae1 Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process
ASTM A252-10 Standard Specification for Welded and Seamless Steel Pipe Piles
ASTM A572/A572M-15 Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
ASTM A690/A690M-13a Standard Specification for High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments
ASTM A36/A36M-14 Standard Specification for Carbon Structural Steel
ASTM A572/A572M-15 Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
ASTM A992/A992M-11 Standard Specification for Structural Steel Shapes
ASTM A148/A148M-15a Standard Specification for Steel Castings, High Strength, for Structural Purposes
9.7 ASCE 24 Chapter 6.0—Dry Floodproofing and Wet Floodproofing
9.8 ASCE 24 Chapter 7.0—Attendant Utilities and Equipment
9.9 ASCE 24 Chapter 8.0—Building Access
9.10 ASCE 24 Chapter 9.0—Miscellaneous Construction
9.11 Design Examples
9.11.1 Garage Openings
9.11.2 Decks
Chapter 10. Wind versus Storm Surge—Hurricane Irma Experience
10.1 Introduction
10.2 Engineering Investigation Methodology
10.2.1 Roofs
10.2.2 Roof Structure
10.2.3 Attics
10.2.4 Interiors
10.2.5 Walls
10.2.6 Doors and Windows
10.2.7 Foundations
10.2.8 Structural Framing
10.2.9 Flooring
10.3 Hurricane Irma

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