Page 217 - Handbook of Civil Engineering Calculations, Second Edition
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2.2     REINFORCED AND PRESTRESSED CONCRETE ENGINEERING AND DESIGN

                            DESIGN OF COMPRESSION MEMBERS BY ULTIMATE-                   2.32
                            STRENGTH METHOD
                             Analysis of a Rectangular Member by Interaction Diagram     2.32
                             Axial-Load Capacity of Rectangular Member                   2.34
                             Allowable Eccentricity of a Member                          2.36
                            DESIGN OF COMPRESSION MEMBERS BY                             2.36
                            WORKING-STRESS METHOD
                             Design of a Spirally Reinforced Column                      2.37
                             Analysis of a Rectangular Member by Interaction Diagram     2.38
                             Axial-Load Capacity of a Rectangular Member                 2.40
                            DESIGN OF COLUMN FOOTINGS                                    2.41
                             Design of an Isolated Square Footing                        2.42
                             Combined Footing Design                                     2.43
                            CANTILEVER RETAINING WALLS                                   2.46
                             Design of a Cantilever Retaining Wall                       2.47
                                                 Part 2: Prestressed Concrete

                             Determination of Prestress Shear and Moment                 2.53
                             Stresses in a Beam with Straight Tendons                    2.54
                             Determination of Capacity and Prestressing Force for a Beam   2.57
                               with Straight Tendons
                             Beam with Deflected Tendons                                 2.59
                             Beam with Curved Tendons                                    2.60
                             Determination of Section Moduli                             2.61
                             Effect of Increase in Beam Span                             2.62
                             Effect of Beam Overload                                     2.62
                             Prestressed-Concrete Beam Design Guides                     2.63
                             Kern Distances                                              2.63
                             Magnel Diagram Construction                                 2.64
                             Camber of a Beam at Transfer                                2.66
                             Design of a Double-T Roof Beam                              2.68
                             Design of a Posttensioned Girder                            2.71
                             Properties of a Parabolic Arc                               2.75
                             Alternative Methods of Analyzing a Beam with Parabolic Trajectory  2.76
                             Prestress Moments in a Continuous Beam                      2.78
                             Principle of Linear Transformation                          2.79
                             Concordant Trajectory of a Beam                             2.81
                             Design of Trajectory to Obtain Assigned Prestress Moments   2.82
                             Effect of Varying Eccentricity at End Support               2.82
                             Design of Trajectory for a Two-Span Continuous Beam         2.83
                             Reactions for a Continuous Beam                             2.90
                             Steel Beam Encased in Concrete                              2.90
                             Composite Steel-and-Concrete Beam                           2.92
                             Design of a Concrete Joist in a Ribbed Floor                2.95
                             Design of a Stair Slab                                      2.97
                             Free Vibratory Motion of a Rigid Bent                       2.98
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