Foundation and anchor design guide for metal building systems / Alexander Newman.

By:

Newman, Alexander, 1955-

Material type: Text

TextPublication details: New York : McGraw-Hill, c2013.Description: xiv, 298 p. : ill. ; 24 cmISBN:

9780071766357
0071766359

Subject(s):

DDC classification:

624.15 NEW

Holdings
Item type	Current library	Call number	Copy number	Status	Date due	Barcode
Standard Loan	Moylish Library Main Collection	624.15 NEW (Browse shelf(Opens below))	1	Available		39002100480582

Enhanced descriptions from Syndetics:

Publisher's Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality, authenticity, or access to any online entitlements included with the product.
MEET THE COMPLEX CHALLENGES OF METAL BUILDING SYSTEMS FOUNDATION DESIGN

Expand your professional design skills and engineer safe, reliable foundations and anchors for metal building systems. Written by a practicing structural engineer, Foundation and Anchor Design Guide for Metal Building Systems thoroughly covers the entire process--from initial soil investigation through final design and construction. The design of different types of foundations is explained and illustrated with step-by-step examples. The nuts-and-bolts discussion covers the best designand construction practices. This detailed reference book explains how the design of metal building foundations differs from the design of conventional foundations and how to comply with applicable building codes while avoiding common pitfalls.

COVERAGE INCLUDES:

Metal building and foundation design fundamentals Soil types, properties, and investigation Unique aspects of foundation design for metal building systems Design of isolated column footings Foundation walls and wall footings Tie rods, hairpins, and slab ties Moment-resisting foundations Slab with haunch, trench footings, and mats Deep foundations Anchors in metal building systems Concrete embedments in metal building systems

Includes bibliographical references and index.

Table of contents provided by Syndetics

Preface (p. xiii)
1 Introduction to Metal Building Systems (p. 1)
1.1 Two Main Classes of Metal Building Systems (p. 1)
1.2 Frame-and-Purlin Buildings: Primary and Secondary Framing (p. 1)
1.2.1 Primary Frames: Usage and Terminology (p. 3)
1.2.2 Single-Span Rigid Frames (p. 3)
1.2.3 Multiple-Span Rigid Frames (p. 4)
1.2.4 Tapered Beam (p. 5)
1.2.5 Trusses (p. 6)
1.2.6 Other Primary Framing Systems (p. 7)
1.2.7 Endwall and Sidewall Framing (p. 7)
1.3 Frame-and-Purlin Buildings: Lateral-Force-Resisting Systems (p. 9)
1.4 Quonset Hut-Type Buildings (p. 13)
References (p. 14)
2 Foundation Design Basics (p. 15)
2.1 Soil Types and Properties (p. 15)
2.1.1 Introduction (p. 15)
2.1.2 Some Relevant Soil Properties (p. 15)
2.1.3 Soil Classification (p. 16)
2.1.4 Characteristics of Coarse-Grained Soils (p. 17)
2.1.5 Characteristics of Fine-Grained Soils (p. 17)
2.1.6 The Atterberg Limits (p. 19)
2.1.7 Soil Mixtures (p. 20)
2.1.8 Structural Fill (p. 21)
2.1.9 Rock (p. 21)
2.2 Problem Soils (p. 22)
2.2.1 Expansive Soils: The Main Issues (p. 22)
2.2.2 Measuring Expansive Potential of Soil (p. 22)
2.2.3 Organics (p. 23)
2.2.4 Collapsing Soils and Karst (p. 24)
2.3 Soil Investigation (p. 24)
2.3.1 Types of Investigation (p. 24)
2.3.2 Preliminary Exploration (p. 25)
2.3.3 Detailed Exploration: Soil Borings and Other Methods (p. 26)
2.3.4 Laboratory Testing (p. 28)
2.4 Settlement and Heave Issues (p. 29)
2.4.1 What Causes Settlement? (p. 29)
2.4.2 Settlement in Sands and Gravels (p. 29)
2.4.3 Settlement in Silts and Clays (p. 30)
2.4.4 Differential Settlement (p. 31)
2.4.5 Some Criteria for Tolerable Differential Settlement (p. 32)
2.5 Determination of Allowable Bearing Value (p. 33)
2.5.1 Why Not Simply Use the Code Tables? (p. 33)
2.5.2 Special Provisions for Seismic Areas (p. 34)
2.5.3 What Constitutes a Foundation Failure? (p. 34)
2.5.4 Summary (p. 35)
2.6 Shallow vs. Deep Foundations (p. 35)
References (p. 36)
3 Foundations for Metal Building Systems: The Main Issues (p. 37)
3.1 The Differences between Foundations for Conventional Buildings and Metal Building Systems (p. 37)
3.1.1 Light Weight Means Large Net Uplift (p. 37)
3.1.2 Large Lateral Reactions (p. 40)
3.1.3 Factors of Safety and One-Third Stress Increase (p. 41)
3.1.4 In Some Circumstances, Uncertainty of Reactions (p. 42)
3.2 Estimating Column Reactions (p. 43)
3.2.1 Methods of Estimating Reactions (p. 43)
3.2.2 How Accurate Are the Estimates? (p. 44)
3.3 Effects of Column Fixity on Foundations (p. 45)
3.3.1 Is There a Cost Advantage? (p. 45)
3.3.2 Feasibility of Fixed-Base Columns in MBS (p. 45)
3.3.3 Communication Breakdown (p. 46)
3.4 General Procedure for Foundation Design (p. 46)
3.4.1 Assign Responsibilities (p. 46)
3.4.2 Collect Design Information (p. 47)
3.4.3 Research Relevant Code Provisions and Determine Reactions (p. 47)
3.4.4 Determine Controlling Load Combinations (p. 47)
3.4.5 Choose Shallow or Deep Foundations (p. 49)
3.4.6 Establish Minimum Foundation Depth (p. 49)
3.4.7 Design the Foundation (p. 49)
3.5 Reliability, Versatility, and Cost (p. 50)
3.5.1 Definitions (p. 50)
3.5.2 Some Examples (p. 50)
3.6 Column Pedestals (Piers) (p. 52)
3.6.1 The Area Inviting Controversy (p. 52)
3.6.2 Two Methods of Supporting Steel Columns in Shallow Foundations (p. 52)
3.6.3 Establishing Sizes of Column Pedestals (Piers) (p. 54)
3.6.4 Minimum Reinforcement of Piers (p. 54)
References (p. 57)
4 Design of Isolated Column Footings (p. 59)
4.1 The Basics of Footing Design and Construction (p. 59)
4.1.1 Basic Design Requirements (p. 59)
4.1.2 Construction Requirements (p. 60)
4.1.3 Seismic Ties (p. 60)
4.1.4 Reinforced-Concrete Footings (p. 60)
4.1.5 Plain-Concrete and Other Footings (p. 60)
4.1.6 Nominal vs. Factored Loading (p. 61)
4.2 The Design Process (p. 62)
4.2.1 General Design Procedure (p. 62)
4.2.2 Using ASD Load Combinations (p. 62)
4.2.3 Using Load Combinations for Strength Design (p. 63)
4.2.4 What Is Included in the Dead Load? (p. 63)
4.2.5 Designing for Moment (p. 64)
4.2.6 Designing for Shear (p. 65)
4.2.7 Minimum Footing Reinforcement (p. 68)
4.2.8 Distribution of Reinforcement in Rectangular Footings (p. 68)
4.2.9 Designing for Uplift (p. 69)
4.2.10 Reinforcement at Top of Footings (p. 70)
References (p. 77)
5 Foundation Walls and Wall Footings (p. 79)
5.1 The Basics of Design and Construction (p. 79)
5.1.1 Foundation Options for Support of Exterior Walls (p. 79)
5.1.2 Design and Construction Requirements for Foundation Walls (p. 80)
5.1.3 Construction of Wall Footings (p. 83)
5.1.4 Design of Wall Footings (p. 84)
References (p. 87)
6 Tie Rods, Hairpins, and Slab Ties (p. 89)
6.1 Tie Rods (p. 89)
6.1.1 The Main Issues (p. 89)
6.1.2 Some Basic Tie-Rod Systems (p. 90)
6.1.3 A Reliable Tie-Rod Design (p. 92)
6.1.4 Development of Tie Rods by Standard Hooks (p. 95)
6.1.5 Design of Tie Rods Considering Elastic Elongation (p. 96)
6.1.6 Post-Tensioned Tie Rods (p. 97)
6.1.7 Tie-Rod Grid (p. 99)
6.1.8 Which Tie-Rod Design Is Best? (p. 100)
6.2 Hairpins and Slab Ties (p. 103)
6.2.1 Hairpins: The Essence of the System (p. 103)
6.2.2 Hairpins in Slabs on Grade (p. 104)
6.2.3 Hairpins: The Design Process (p. 105)
6.2.4 Development of Straight Bars in Slabs (p. 107)
6.2.5 Slab Ties (Dowels) (p. 109)
6.2.6 Using Foundation Seats (p. 111)
References (p. 111)
7 Moment-Resisting Foundations (p. 113)
7.1 The Basic Concept (p. 113)
7.1.1 A Close Relative: Cantilevered Retaining Wall (p. 113)
7.1.2 Advantages and Disadvantages (p. 115)
7.2 Active, Passive, and At-Rest Soil Pressures (p. 115)
7.2.1 The Nature of Active, Passive, and At-Rest Pressures (p. 115)
7.2.2 How to Compute Active, Passive, and At-Rest Pressure (p. 117)
7.2.3 Typical Values of Active, Passive, and At-Rest Coefficients (p. 117)
7.3 Lateral Sliding Resistance (p. 119)
7.3.1 The Nature of Lateral Sliding Resistance (p. 119)
7.3.2 Combining Lateral Sliding Resistance and Passive Pressure Resistance (p. 120)
7.4 Factors of Safety against Overturning and Sliding (p. 121)
7.4.1 No Explicit Factors of Safety in IBC Load Combinations (p. 121)
7.4.2 Explicit Factors of Safety for Retaining Walls (p. 121)
7.4.3 How to Increase Lateral Sliding Resistance (p. 122)
7.5 The Design Procedures (p. 122)
7.5.1 Design Input (p. 122)
7.5.2 Design Using Combined Stresses Acting on Soil (p. 123)
7.5.3 The Pressure Wedge Method (p. 126)
7.5.4 General Design Process (p. 127)
7.5.5 Moment-Resisting Foundations in Combination with Slab Dowels (p. 127)
References (p. 141)
8 Slab with Haunch, Trench Footings, and Mats (p. 143)
8.1 Slab with Haunch (p. 143)
8.1.1 General Issues (p. 143)
8.1.2 The Role of Girt Inset (p. 144)
8.1.3 Resisting the Column Reactions (p. 144)
8.2 Trench Footings (p. 164)
8.3 Mats (p. 165)
8.3.1 Common Uses (p. 165)
8.3.2 The Basics of Design (p. 167)
8.3.3 Typical Construction in Cold Climates (p. 168)
8.3.4 Using Anchor Bolts in Mats (p. 171)
References (p. 172)
9 Deep Foundations (p. 173)
9.1 Introduction (p. 173)
9.2 Deep Piers (p. 173)
9.2.1 The Basics of Design and Construction (p. 173)
9.2.2 Resisting Uplift and Lateral Column Reactions with Deep Piers (p. 174)
9.3 Piles (p. 176)
9.3.1 The Basic Options (p. 176)
9.3.2 The Minimum Number of Piles (p. 177)
9.3.3 Using Structural Slab in Combination with Deep Foundations (p. 178)
9.3.4 Resisting Uplift with Piles (p. 181)
9.3.5 Resisting Lateral Column Reactions with Piles (p. 181)
References (p. 183)
10 Anchors in Metal Building Systems (p. 185)
10.1 General Issues (p. 185)
10.1.1 Terminology and Purpose (p. 185)
10.1.2 The Minimum Number of Anchor Bolts (p. 186)
10.2 Anchor Bolts: Construction and Installation (p. 186)
10.2.1 Typical Construction (p. 186)
10.2.2 Field Installation (p. 187)
10.2.3 Placement Tolerances vs. Oversized Holes in Column Base Plates (p. 188)
10.2.4 Using Anchor Bolts for Column Leveling (p. 190)
10.2.5 Should Anchor Bolts Be Used to Transfer Horizontal Column Reactions? (p. 191)
10.3 Design of Anchor Bolts: General Provisions (p. 193)
10.3.1 Provisions of the International Building Code (p. 193)
10.3.2 ACI318-08 Appendix D (p. 196)
10.4 Design of Anchor Bolts for Tension per ACI 318-08 Appendix D (p. 198)
10.4.1 Tensile Strength of Anchor Bolt vs. Tensile Strength of Concrete for a Single Anchor (p. 198)
10.4.2 Tensile Strength of an Anchor Group (p. 198)
10.4.3 Tensile Strength of Steel Anchors (p. 200)
10.4.4 Pullout Strength of Anchor in Tension (p. 201)
10.4.5 Concrete Side-Face Blowout Strength of Headed Anchors in Tension (p. 202)
10.4.6 Concrete Breakout Strength of Anchors in Tension (p. 202)
10.4.7 Using Anchor Reinforcement for Tension (p. 207)
10.5 Design of Anchors for Shear per ACI 318-08 Appendix D (p. 214)
10.5.1 Introduction (p. 214)
10.5.2 Steel Strength of Anchors in Shear (p. 215)
10.5.3 Concrete Breakout Strength in Shear: General (p. 216)
10.5.4 Basic Concrete Breakout Strength in Shear V b (p. 220)
10.5.5 Concrete Breakout Strength in Shear for Anchors Close to Edge on Three or More Sides (p. 221)
10.5.6 Concrete Breakout Strength in Shear: Modification Factors (p. 222)
10.5.7 Using Anchor Reinforcement for Concrete Breakout Strength in Shear (p. 224)
10.5.8 Using a Combination of Edge Reinforcement and Anchor Reinforcement for Concrete Breakout Strength in Shear (p. 227)
10.5.9 Concrete Pryout Strength in Shear (p. 227)
10.5.10 Combined Tension and Shear (p. 228)
10.5.11 Minimum Edge Distances and Spacing of Anchors (p. 228)
10.5.12 Concluding Remarks (p. 233)
References (p. 234)
11 Concrete Embedments in Metal Building Systems (p. 235)
11.1 The Role of Concrete Embedments (p. 235)
11.1.1 Prior Practices vs. Today's Code Requirements (p. 235)
11.1.2 Two Options for Resisting High Horizontal Column Reactions (p. 235)
11.1.3 Transfer of Uplift Forces to Foundations: No Alternative to Anchor Bolts? (p. 236)
11.2 Using Anchor Bolts to Transfer Horizontal Column Reactions to Foundations (p. 237)
11.2.1 Some Problems with Shear Resistance of Anchor Bolts (p. 237)
11.2.2 Possible Solutions to Enable Resistance of Anchor Bolts to Horizontal Forces (p. 238)
11.2.3 Design of Anchor Bolts for Bending (p. 240)
11.3 Concrete Embedments for the Transfer of Horizontal Column Reactions to Foundations: An Overview (p. 242)
11.4 Shear Lugs and the Newman Lug (p. 243)
11.4.1 Construction of Shear Lugs (p. 243)
11.4.2 Minimum Anchor Bolt Spacing and Column Sizes Used with Shear Lugs (p. 245)
11.4.3 Design of Shear Lugs: General Procedure (p. 247)
11.4.4 Determination of Bearing Strength (p. 249)
11.4.5 Determination of Concrete Shear Strength (p. 249)
11.4.6 The Newman Lug (p. 250)
11.5 Recessed Column Base (p. 254)
11.5.1 Construction (p. 254)
11.5.2 Design (p. 255)
11.6 Other Embedments (p. 257)
11.6.1 Cap Plate (p. 257)
11.6.2 Embedded Plate with Welded-On Studs (p. 260)
References (p. 261)
A Frame Reaction Tables (p. 263)
Index (p. 293)

Author notes provided by Syndetics

Alexander Newman, P.E., F.ASCE is a managing engineer in the Natick, Massachusetts, office of Exponent Failure Analysis Associates, where he is responsible for building collapse and failure investigations around the country. He has more than 30 years of professional experience and has been involved with design and renovation of numerous construction projects around the country. Mr. Newman is one of the country's foremost experts on metal building systems. He is the author of Structural Renovation of Buildings: Methods, Details, and Design Examples , and Metal Building Systems: Design and Specifications , now in its second edition and translated into Chinese.