Structural Engineering Formulas, Second Edition / Edition 2

by Ilya Mikhelson, Tyler G. Hicks

Overview

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PRACTICAL, PORTABLE, AND PACKED WITH UP-TO-DATE STRUCTURAL ENGINEERING FORMULAS

Thoroughly revised with more than 300 new formulas,this compact yet comprehensive compilation puts essential data related to the design and analysis of engineeringstructures at your fingertips. StructuralEngineering Formulas, Second Edition covers a wide range of topics, including statics, soils, foundations, retaining structures, pipes, and tunnels, and explains the use and application of each ready-to-use formula. This time-saving reference for civil engineers is alsoinvaluable to students and those studying for licensing exams.

COVERAGE INCLUDES:
Stress and strain—methods of analysis | Properties of geometric sections | Beams—diagrams and formulas for various loading conditions | Frames—diagrams and formulas for various static loading conditions | Arches—diagrams and formulas for various loading conditions | Trusses—method of joints and method of section analysis | Plates—bending moments for various support and loading conditions | Soils | Foundations | Retaining structures | Pipes and tunnels—bending moments for various static loading conditions

Product Details

ISBN-13:	9780071794282
Publisher:	McGraw Hill LLC
Publication date:	07/05/2013
Edition description:	List
Pages:	272
Product dimensions:	6.20(w) x 9.30(h) x 0.90(d)

About the Author

Ilya Mikhelson had more than 30 years of experience in design, research, and teaching design of bridges, tunnels, subway stations, and buildings. He wrote numerous publications, including Precast Concrete for Underground Construction, Tunnels, and Subways and Building Structures.

Tyler G. Hicks, PE, is a consulting engineer and a successful engineering book author. He has worked in plant design and operation in a variety of industries, taught at several engineering schools, and lectured both in the United States and abroad. Mr. Hicks holds a bachelor’s degree in Mechanical Engineering from Cooper Union School of Engineering in New York. He is the author of more than 20 books in engineering and related fields, including Civil Engineering Formulas, Handbook of Mechanical Engineering Calculations, and Handbook of Energy Engineering Calculations.

Tyler G. Hicks, PE (Rockville Center, NY) is a consulting engineer and a successful engineering book author. He has worked in plant designing and operation in a variety of industries, taught at several engineering schools, and lectured both in the United States and abroad. He holds a bachelor's degree in Mechanical Engineering from Cooper Union School of Engineering in New York.

Table of Contents

Preface to Second Edition xi

Preface to First Edition xiii

Acknowledgments xv

Introduction xvii

Part I Basis of Structural Analysis

1 Stress and Strain: Methods of Analysis 3

Table 1.1 Stress and Strain: Tension and Compression 5

Table 1.2 Stress and Strain: Bending 7

Table 1.3 Stress and Strain: Bending 9

Table 1.4 Stress and Strain: Combination of Compression (Tension) and Bending 11

Table 1.5 Stress and Strain: Torsion 13

Table 1.6 Stress and Strain: Curved Beams 15

Table 1.7 Stress and Strain: Continuous Deep Beams 17

Table 1.8 Stress and Strain: Dynamics, Transverse Oscillations of the Beams 19

Table 1.9 Stress and Strain: Dynamics, Transverse Oscillations of the Beams 21

Table 1.10 Stress and Strain: Dynamics, Transverse Oscillations of the Beams 23

Table 1.11 Stress and Strain: Dynamics, Impact 25

Table 1.12 Stress and Strain: Dynamics, Impact 27

2 Properties of Geometric Sections 29

Table 2.1 Properties of Geometric Sections: Tension, Compression, and Bending Structures 31

Table 2.2 Properties of Geometric Sections: Tension, Compression, and Bending Structures 33

Table 2.3 Properties of Geometric Sections: Tension, Compression, and Bending Structures 35

Table 2.4 Properties of Geometric Sections: Tension, Compression, and Bending Structures 37

Table 2.5 Properties of Geometric Sections: Tension, Compression, and Bending Structures 39

Table 2.6 Properties of Geometric Sections: Torsion Structures 41

Part II Statics

3 Beams: Diagrams and Formulas for Various Loading Conditions 47

Table 3.1 Simple Beams 49

Table 3.2 Simple Beams 51

Table 3.3 Simple Beams 53

Table 3.4 Simple Beams and Beams Overhanging One Support 55

Table 3.5 Cantilever Beams 57

Table 3.6 Beams Fixed at One End, Supported at Other 59

Table 3.7 Beams Fixed at One End, Supported at Other End 61

Table 3.8 Beams Fixed at Both Ends 63

Table 3.9 Beams Fixed at Both Ends 65

Table 3.10 Continuous Beams 67

Table 3.11 Continuous Beams: Settlement of Support 69

Table 3.12 Simple Beams: Moving Concentrated Loads (General Rules) 71

Table 3.13 Beams: Influence Lines (Examples) 73

Table 3.14 Beams: Influence Lines (Examples) 75

Table 3.15 Beams: Computation of Bending Moment and Shear Using Influence Lines (Examples) 77

Table 3.16 Beams: Computation of Bending Moment and Shear Using Influence Lines (Examples) 79

4 Frames: Diagrams and Formulas for Various Static Loading Conditions 81

Table 4.1 Frames: Diagrams and Formulas for Various Static Loading Conditions 83

Table 4.2 Frames: Diagrams and Formulas for Various Static Loading Conditions 85

Table 4.3 Frames: Diagrams and Formulas for Various Static Loading Conditions 87

Table 4.4 Frames: Diagrams and Formulas for Various Static Loading Conditions 89

Table 4.5 Frames: Diagrams and Formulas for Various Static Loading Conditions 91

5 Arches: Diagrams and Formulas for Various Loading Conditions 93

Table 5.1 Three-Hinged Arches: Support Reactions, Bending Moment, and Axial Force 95

Table 5.2 Symmetrical Three-Hinged Arches of Any Shape: Formulas for Various Static Loading Conditions 97

Table 5.3 Symmetrical Three-Hinged Arches of Any Shape: Formulas for Various Static Loading Conditions 99

Table 5.4 Two-Hinged Parabolic Arches: Formulas for Various Static Loading Conditions 101

Table 5.5 Two-Hinged Parabolic Arches: Formulas for Various Static Loading Conditions 103

Table 5.6 Fixed Parabolic Arches: Formulas for Various Static Loading Conditions 105

Table 5.7 Fixed Parabolic Arches: Formulas for Various Static Loading Conditions 107

Table 5.8 Three-Hinged Arches: Influence Lines 109

Table 5.9 Fixed Parabolic Arches: Influence Lines 111

Table 5.10 Steel Rope 113

6 Trusses: Method of Joints and Method of Section Analysis 117

Table 6.1 Trusses: Method of Joints and Method of Section Analysis 119

Table 6.2 Trusses: Method of Joints and Method of Section Analysis 121

Table 6.3 Trusses: Influence Lines (Examples) 123

Table 6.4 Trusses: Influence Lines (Examples) 125

7 Plates: Bending Moments for Various Support and Loading Conditions 127

Table 7.1 Rectangular Plates: Bending Moments 129

Table 7.2 Rectangular Plates: Bending Moments (Uniformly Distributed Load) 131

Table 7.3 Rectangular Plates: Bending Moments (Uniformly Distributed Load) 133

Table 7.4 Rectangular Plates: Bending Moments (Uniformly Distributed Load) 135

Table 7.5 Rectangular Plates Bending Moments (Uniformly Distributed Load) 137

Table 7.6 Rectangular Plates: Bending Moments and Deflections (Uniformly Distributed Load) 139

Table 7.7 Rectangular Plates: Bending Moments (Uniformly Varying Load) 141

Table 7.8 Rectangular Plates: Bending Moments (Uniformly Varying Load) 143

Table 7.9 Circular Plates: Bending Moments, Shear and Deflection (Uniformly Distributed Load) 145

Part III Soils and Foundations

8 Soils 151

Table 8.1 Soils: Engineering Properties 153

Table 8.2 Soils: Weight/Mass and Volume Relationships 155

Table 8.3 Soils: Stress Distribution 157

Table 8.4 Soils: Settlement 159

Table 8.5 Soils: Settlement 161

Table 8.6 Soils 163

Table 8.7 Bearing Capacity Analysis 165

9 Foundations 167

Table 9.1 Foundations: Direct Foundations 169

Table 9.2 Foundations 171

Table 9.3 Foundations 173

Table 9.4 Foundations 175

Table 9.5 Foundations: Rigid Continuous Beam Elastically Supported 177

Table 9.6 Foundations: Rigid Continuous Beam Elastically Supported 179

Table 9.7 Foundations: Rigid Continuous Beam Elastically Supported 181

Part IV Retaining Structures, Pipes, and Tunnels

10 Retaining Structures 185

Table 10.1 Retaining Structures: Lateral Earth Pressure on Retaining Walls 187

Table 10.2 Retaining Structures: Lateral Earth Pressure on Retaining Walls 189

Table 10.3 Retaining Structures: Lateral Earth Pressure on Retaining Walls 191

Table 10.4 Retaining Structures: Lateral Earth Pressure on Retaining Walls 193

Table 10.5 Retaining Structures: Lateral Earth Pressure on Retaining Walls 195

Table 10.6 Retaining Structures: Lateral Earth Pressure on Braced Sheetings 197

Table 10.7 Retaining Structures: Cantilever Retaining Walls 199

Table 10.8 Retaining Structures: Cantilever Sheet Pilings 201

Table 10.9 Retaining Structures: Anchored Sheet Pile Walls 203

11 Pipes and Tunnels: Bending Moments for Various Static Loading Conditions 205

Table 11.1 Pipes and Tunnels: Rectangular Cross Section 207

Table 11.2 Pipes and Tunnels: Rectangular Cross Section 209

Table 11.3 Pipes and Tunnels: Rectangular Cross Section 211

Table 11.4 Pipes and Tunnels: Rectangular Cross Section 213

Table 11.5 Pipes and Tunnels: Rectangular Cross Section 215

Table 11.6 Pipes and Tunnels: Circular Cross Section 217

Table 11.7 Pipes and Tunnels: Circular Cross Section 219

Table 11.8 Pipes and Tunnels: Circular Cross Section 221

A Quick-Use Conversion Tables 225

B Mathematical Formulas: Algebra 235

C Mathematical Formulas: Geometry, Solid Bodies 239

D Mathematical Formulas: Trigonometry 243

E Symbols 247

Index 249