PART 1: STRUCTURAL STEEL DESIGN STEEL BEAMS AND PLATE GIRDERS 1.4 Most Economic Section for a Beam with a Continuous Lateral Support under a Uniform Load 1.5 Most Economic Section for a Beam with Intermittent Lateral Support under Uniform Load 1.5 Design of a Beam with Reduced Allowable Stress 1.6 Design of a Cover-Plated Beam 1.8

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PART 1: STRUCTURAL STEEL DESIGN

STEEL BEAMS AND PLATE GIRDERS 1.4

Most Economic Section for a Beam with a Continuous Lateral Support under

a Uniform Load 1.5

Most Economic Section for a Beam with Intermittent Lateral Support under

Uniform Load 1.5

Design o
f a Beam with Reduced Allowable Stress 1.6

Design of a Cover
-
Plated Beam 1.8

Design of a Continuous Beam 1.11

Shearing Stress in a Beam

Exact Method 1.12

Shearing Stress in a Beam

Approximate Method 1.12

Moment Capacity of a Welded Plate Girder 1.13

Analys
is of a Riveted Plate Girder 1.13

Design of a Welded Plate Girder 1.15

STEEL COLUMNS AND TENSION MEMBERS 1.18

Capacity of a Built
-
Up Column 1.19

Capacity of a Double
-
Angle Star Strut 1.19

Section Selection for a Column with Two Effective Lengths 1.20

Stres
s in Column with Partial Restraint against Rotation 1.21

Lacing of Built
-
Up Column 1.22

Selection of a Column with a Load at an Intermediate Level 1.23

Design of an Axial Member for Fatigue 1.23

Investigation of a Beam Column 1.24

Application of Beam
-
Colum
n Factors 1.25

Net Section of a Tension Member 1.25

Design of a Double
-
Angle Tension Member 1.26

PLASTIC DESIGN OF STEEL STRUCTURES 1.27

Allowable Load on Bar Supported by Rods 1.28

Determination of Section Shape Factors 1.29

Determination of Ultimate Load

by the Static Method 1.30

Determining the Ultimate Load by the Mechanism Method 1.31

Analysis of a Fixed
-
End Beam under Concentrated Load 1.32

Analysis of a Two
-
Span Beam with Concentrated Loads 1.32

Selection of Sizes for a Continuous Beam 1.34

Mechanism
-
Method Analysis of a Rectangular Portal Frame 1.36

Analysis of a Rectangular Portal Frame by the Static Method 1.38

Theorem of Composite Mechanisms 1.39

Analysis of an Unsymmetric Rectangular Portal Frame 1.39

Analysis of Gable Frame by Static Method 1.41

Theorem of Virtual Displacements 1.43

Gable
-
Frame Analysis by Using the Mechanism Method 1.44

Reduction in Plastic
-
Moment Capacity Caused by Axial Force 1.45

LOAD AND RESISTANCE FACTOR METHOD 1.47

Determining If a Given Beam Is Compact or Noncompact 1.48

Determining Column Axial Shortening with a Specified Load 1.50

Downloaded from Digital Engineering Library @ McGraw
-
Hill
(www.digitalengineeringlibrary.com) 1.1

Copyright © 2004 The McGraw
-
Hill Companies. All rights reserved.

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s of Use as given at the website.

Source: STANDARD HANDBOOK OF ENGINEERING CALCULATIONS

Determining the Compressive Strength of a Welded Section 1.50

Determining Beam Flexural Design Strength for Minor
-

and Major
-
Axis Bending 1.52

Designing Web Stiffeners
for Welded Beams 1.53

Determining the Design Moment and Shear Strength of a Built
-
up Wide
-
Flange

Welded Beam Section 1.55

Finding the Lightest Section to Support a Specified Load 1.58

Combined Flexure and Compression in Beam
-
Columns in a Braced Frame 1.60

Selection of Concrete
-
Filled Steel Column 1.66

Determining Design Compressive Strength of Composite Columns 1.68

Analyzing a Concrete Slab for Composite Action 1.70

Determining the Design Shear Strength of a Beam Web 1.72

Determining a Bearing Plate for a
Beam and Its End Reaction 1.73

Determining Beam Length to Eliminate Bearing Plate 1.75

PART 2: HANGERS, CONNECTORS, AND WIND
-
STRESS ANALYSIS

Design of an Eyebar 1.76

Analysis of a Steel Hanger 1.77

Analysis of a Gusset Plate 1.78

Design of a Semirigid Conn
ection 1.79

Riveted Moment Connection 1.80

Design of a Welded Flexible Beam Connection 1.83

Design of a Welded Seated Beam Connection 1.84

Design of a Welded Moment Connection 1.85

Rectangular Knee of Rigid Bent 1.86

Curved Knee of Rigid Bent 1.87

Base Pla
te for Steel Column Carrying Axial Load 1.88

Base for Steel Column with End Moment 1.89

Grillage Support for Column 1.90

Wind
-
Stress Analysis by Portal Method 1.92

Wind
-
Stress Analysis by Cantilever Method 1.94

Wind
-
Stress Analysis by Slope
-
Deflection Meth
od 1.96

Wind Drift of a Building 1.98

Reduction in Wind Drift by Using Diagonal Bracing 1.99

Light
-
Gage Steel Beam with Unstiffened Flange 1.100

Light
-
Gage Steel Beam with Stiffened Compression Flange 1.101

PART 3: REINFORCED CONCRETE

DESIGN OF FLEXURAL ME
MBERS BY ULTIMATE
-
STRENGTH METHOD 1.104

Capacity of a Rectangular Beam 1.106

Design of a Rectangular Beam 1.106

Design of the Reinforcement in a Rectangular Beam of Given Size 1.107

Capacity of a T Beam 1.107

Capacity of a T Beam of Given Size 1.108

Design

of Reinforcement in a T Beam of Given Size 1.108

Reinforcement Area for a Doubly Reinforced Rectangular Beam 1.109

Design of Web Reinforcement 1.111

Determination of Bond Stress 1.112

Design of Interior Span of a One
-
Way Slab 1.113

Analysis of a Two
-
Way S
lab by the Yield
-
Line Theory 1.115

DESIGN OF FLEXURAL MEMBERS BY THE WORKING
-
STRESS METHOD 1.117

Stresses in a Rectangular Beam 1.118

Capacity of a Rectangular Beam 1.119

Design of Reinforcement in a Rectangular Beam of Given Size 1.120

1.2 SECTION ONE

Dow
nloaded from Digital Engineering Library @ McGraw
-
Hill
(www.digitalengineeringlibrary.com)

Copyright © 2004 The McGraw
-
Hill Companies. All rights reserved.

Any use is subject to the Terms of Use as given at the website.

CIVIL ENGINEERING

Design of a Rectan
gular Beam 1.121

Design of Web Reinforcement 1.122

Capacity of a T Beam 1.123

Design of a T Beam Having Concrete Stressed to Capacity 1.124

Design of a T Beam Having Steel Stressed to Capacity 1.125

Reinforcement for Doubly Reinforced Rectangular Beam 1.12
6

Deflection of a Continuous Beam 1.127

DESIGN OF COMPRESSION MEMBERS BY ULTIMATE
-
STRENGTH METHOD 1.128

Analysis of a Rectangular Member by Interaction Diagram 1.129

Axial
-
Load Capacity of Rectangular Member 1.131

Allowable Eccentricity of a Member 1.132

D
ESIGN OF COMPRESSION MEMBERS BY WORKING
-
STRESS METHOD 1.132

Design of a Spirally Reinforced Column 1.132

Analysis of a Rectangular Member by Interaction Diagram 1.133

Axial
-
Load Capacity of a Rectangular Member 1.136

DESIGN OF COLUMN FOOTINGS 1.136

Design
of an Isolated Square Footing 1.137

Combined Footing Design 1.138

CANTILEVER RETAINING WALLS 1.141

Design of a Cantilever Retaining Wall 1.142

PART 4: PRESTRESSED CONCRETE

Determination of Prestress Shear and Moment 1.147

Stresses in a Beam with Straight T
endons 1.148

Determination of Capacity and Prestressing Force for a Beam

with Straight Tendons 1.150

Beam with Deflected Tendons 1.152

Beam with Curved Tendons 1.153

Determination of Section Moduli 1.154

Effect of Increase in Beam Span 1.154

Effect of Beam

Overload 1.155

Prestressed
-
Concrete Beam Design Guides 1.155

Kern Distances 1.156

Magnel Diagram Construction 1.157

Camber of a Beam at Transfer 1.158

Design of a Double
-
T Roof Beam 1.159

Design of a Posttensioned Girder 1.162

Properties of a Parabolic Ar
c 1.166

Alternative Methods of Analyzing a Beam with Parabolic Trajectory 1.167

Prestress Moments in a Continuous Beam 1.168

Principle of Linear Transformation 1.170

Concordant Trajectory of a Beam 1.171

Design of Trajectory to Obtain Assigned Prestress Mo
ments 1.171

Effect of Varying Eccentricity at End Support 1.172

Design of Trajectory for a Two
-
Span Continuous Beam 1.173

Reactions for a Continuous Beam 1.178

Steel Beam Encased in Concrete 1.178

Composite Steel
-
and
-
Concrete Beam 1.180

Design of a Concret
e Joist in a Ribbed Floor 1.183

Design of a Stair Slab 1.184

Free Vibratory Motion of a Rigid Bent 1.185