Page 19 - Handbook of Civil Engineering Calculations, Second Edition

1.2 STRUCTURAL STEEL ENGINEERING AND DESIGN

Stresses in Prestressed Cylinder 1.34
Hoop Stress in Thick-Walled Cylinder 1.35
Thermal Stress Resulting from Heating a Member 1.36
Thermal Effects in Composite Member Having Elements in Parallel 1.37
Thermal Effects in Composite Member Having Elements in Series 1.38
Shrink-Fit Stress and Radial Pressure 1.38
Torsion of a Cylindrical Shaft 1.39
Analysis of a Compound Shaft 1.39
STRESSES IN FLEXURAL MEMBERS 1.40
Shear and Bending Moment in a Beam 1.41
Beam Bending Stresses 1.42
Analysis of a Beam on Movable Supports 1.43
Flexural Capacity of a Compound Beam 1.44
Analysis of a Composite Beam 1.45
Beam Shear Flow and Shearing Stress 1.47
Locating the Shear Center of a Section 1.48
Bending of a Circular Flat Plate 1.49
Bending of a Rectangular Flat Plate 1.50
Combined Bending and Axial Load Analysis 1.50
Flexural Stress in a Curved Member 1.52
Soil Pressure under Dam 1.52
Load Distribution in Pile Group 1.53
DEFLECTION OF BEAMS 1.54
Double-Integration Method of Determining Beam Deflection 1.54
Moment-Area Method of Determining Beam Deflection 1.55
Conjugate-Beam Method of Determining Beam Deflection 1.56
Unit-Load Method of Computing Beam Deflection 1.57
Deflection of a Cantilever Frame 1.58
STATICALLY INDETERMINATE STRUCTURES 1.60
Shear and Bending Moment of a Beam on a Yielding Support 1.60
Maximum Bending Stress in Beams Jointly Supporting a Load 1.61
Theorem of Three Moments 1.62
Theorem of Three Moments: Beam with Overhang and Fixed End 1.63
Bending-Moment Determination by Moment Distribution 1.64
Analysis of a Statically Indeterminate Truss 1.66
MOVING LOADS AND INFLUENCE LINES 1.68
Analysis of Beam Carrying Moving Concentrated Loads 1.68
Influence Line for Shear in a Bridge Truss 1.69
Force in Truss Diagonal Caused by a Moving Uniform Load 1.71
Force in Truss Diagonal Caused by Moving Concentrated Loads 1.71
Influence Line for Bending Moment in Bridge Truss 1.73
Force in Truss Chord Caused by Moving Concentrated Loads 1.74
Influence Line for Bending Moment in Three-Hinged Arch 1.75
Deflection of a Beam under Moving Loads 1.77
RIVETED AND WELDED CONNECTIONS 1.77
Capacity of a Rivet 1.78
Investigation of a Lap Splice 1.79
Design of a Butt Splice 1.80
Design of a Pipe Joint 1.81
Moment on Riveted Connection 1.82
Eccentric Load on Riveted Connection 1.83
Design of a Welded Lap Joint 1.85
Eccentric Load on a Welded Connection 1.86