DESIGN OF COMPRESSION MEMBERS BY ULTIMATE-
STRENGTH METHOD
Analysis of a Rectangular Member by Interaction Diagram
Axial-Load Capacity of Rectangular Member
Allowable Eccentricity of a Member
DESIGN OF COMPRESSION MEMBERS BY
WORKING-STRESS METHOD
Design of a Spirally Reinforced Column
Analysis of a Rectangular Member by Interaction Diagram
Axial-Load Capacity of a Rectangular Member
DESIGN OF COLUMN FOOTINGS
Design of an Isolated Square Footing
Combined Footing Design
CANTILEVER RETAINING WALLS
Design of a Cantilever Retaining Wall
Part 2: Prestressed ConcreteDetermination of Prestress Shear and Moment
Stresses in a Beam with Straight Tendons
Determination of Capacity and Prestressing Force for a Beam
with Straight Tendons
Beam with Deflected Tendons
Beam with Curved Tendons
Determination of Section Moduli
Effect of Increase in Beam Span
Effect of Beam Overload
Prestressed-Concrete Beam Design Guides
Kern Distances
Magnel Diagram Construction
Camber of a Beam at Transfer
Design of a Double-T Roof Beam
Design of a Posttensioned Girder
Properties of a Parabolic Arc
Alternative Methods of Analyzing a Beam with Parabolic Trajectory
Prestress Moments in a Continuous Beam
Principle of Linear Transformation
Concordant Trajectory of a Beam
Design of Trajectory to Obtain Assigned Prestress Moments
Effect of Varying Eccentricity at End Support
Design of Trajectory for a Two-Span Continuous Beam
Reactions for a Continuous Beam
Steel Beam Encased in Concrete
Composite Steel-and-Concrete Beam
Design of a Concrete Joist in a Ribbed Floor
Design of a Stair Slab
Free Vibratory Motion of a Rigid Bent2.32
2.32
2.34
2.36
2.36
2.37
2.38
2.40
2.41
2.42
2.43
2.46
2.57
2.54
2.57
2.59
2.60
2.61
2.62
2.62
2.63
2.63
2.64
2.66
2.68
2.71
2.75
2.76
2.78
2.79
2.81
2.82
2.82
2.83
2.90
2.90
2.92
2.95
2.97
2.98
2.47