Page 20 - Handbook of Civil Engineering Calculations, Second Edition

STRUCTURAL STEEL ENGINEERING AND DESIGN 1.3

Part 2: Structural Steel Design
STRUCTURAL STEEL BEAMS AND PLATE GIRDERS 1.87
Most Economic Section for a Beam with a Continuous Lateral Support 1.87
under a Uniform Load
Most Economic Section for a Beam with Intermittent Lateral Support 1.88
under Uniform Load
Design of a Beam with Reduced Allowable Stress 1.89
Design of a Cover-Plated Beam 1.91
Design of a Continuous Beam 1.94
Shearing Stress in a Beam—Exact Method 1.95
Shearing Stress in a Beam—Approximate Method 1.96
Moment Capacity of a Welded Plate Girder 1.96
Analysis of a Riveted Plate Girder 1.97
Design of a Welded Plate Girder 1.98
STEEL COLUMNS AND TENSION MEMBERS 1.102
Capacity of a Built-Up Column 1.103
Capacity of a Double-Angle Star Strut 1.104
Section Selection for a Column with Two Effective Lengths 1.105
Stress in Column with Partial Restraint against Rotation 1.106
Lacing of Built-Up Column 1.107
Selection of a Column with a Load at an Intermediate Level 1.108
Design of an Axial Member for Fatigue 1.109
Investigation of a Beam Column 1.110
Application of Beam-Column Factors 1.110
Net Section of a Tension Member 1.111
Design of a Double-Angle Tension Member 1.112
PLASTIC DESIGN OF STEEL STRUCTURES 1.113
Allowable Load on Bar Supported by Rods 1.114
Determination of Section Shape Factors 1.115
Determination of Ultimate Load by the Static Method 1.116
Determining the Ultimate Load by the Mechanism Method 1.118
Analysis of a Fixed-End Beam under Concentrated Load 1.119
Analysis of a Two-Span Beam with Concentrated Loads 1.120
Selection of Sizes for a Continuous Beam 1.121
Mechanism-Method Analysis of a Rectangular Portal Frame 1.123
Analysis of a Rectangular Portal Frame by the Static Method 1.126
Theorem of Composite Mechanisms 1.126
Analysis of an Unsymmetric Rectangular Portal Frame 1.127
Analysis of Gable Frame by Static Method 1.129
Theorem of Virtual Displacements 1.131
Gable-Frame Analysis by Using the Mechanism Method 1.132
Reduction in Plastic-Moment Capacity Caused by Axial Force 1.133
LOAD AND RESISTANCE FACTOR METHOD 1.135
Determining If a Given Beam Is Compact or Non-Compact 1.137
Determining Column Axial Shortening with a Specified Load 1.138
Determining the Compressive Strength of a Welded Section 1.139
Determining Beam Flexural Design Strength for Minor- and
Major-Axis Bending 1.140
Designing Web Stiffeners for Welded Beams 1.141
Determining the Design Moment and Shear Strength of a Built-Up
Wide-Flanged Welded Beam Section 1.143
Finding the Lightest Section to Support a Specified Load 1.147