Tyler G.H. Standard Handbook of Engineering Calculations

McGraw-Hill, 2004. 1125 р.
Fourth Edition

Part 1: Structural Steel Design
Steel Beams And Plate Girders
Most Economic Section for a Beam with a Continuous Lateral Support under a Uniform Load
Most Economic Section for a Beam with Intermittent Lateral Support under Uniform Load
Design of a Beam with Reduced Allowable Stress
Design of a Cover-Plated Beam
Design of a Continuous Beam
Shearing Stress in a Beam-Exact Method
Shearing Stress in a Beam-Approximate Method
Moment Capacity of a Welded Plate Girder
Analysis of a Riveted Plate Girder
Design of a Welded Plate Girder
Steel Columns and Tension Members
Capacity of a Built-Up Column
Capacity of a Double-Angle Star Strut
Section Selection for a Column with Two Effective Lengths
Stress in Column with Partial Restraint against Rotation
Lacing of Built-Up Column
Selection of a Column with a Load at an Intermediate Level
Design of an Axial Member for Fatigue
Investigation of a Beam Column
Application of Beam-Column Factors
Net Section of a Tension Member
Design of a Double-Angle Tension Member
Plastic Design of Steel Structures
Allowable Load on Bar Supported by Rods
Determination of Section Shape Factors
Determination of Ultimate Load by the Static Method
Determining the Ultimate Load by the Mechanism Method
Analysis of a Fixed-End Beam under Concentrated Load
Analysis of a Two-Span Beam with Concentrated Loads
Selection of Sizes for a Continuous Beam
Mechanism-Method Analysis of a Rectangular Portal Frame
Analysis of a Rectangular Portal Frame by the Static Method
Theorem of Composite Mechanisms
Analysis of an Unsymmetric Rectangular Portal Frame
Analysis of Gable Frame by Static Method
Theorem of Virtual Displacements
Gable-Frame Analysis by Using the Mechanism Method
Reduction in Plastic-Moment Capacity Caused by Axial Force
Load and Resistance Factor Method
Determining If a Given Beam Is Compact or Noncompact
Determining Column Axial Shortening with a Specified Load
Determining the Compressive Strength of a Welded Section
Determining Beam Flexural Design Strength for Minor- and Major-Axis Bending
Designing Web Stiffeners for Welded Beams
Determining the Design Moment and Shear Strength of a Built-up Wide-Flange
Welded Beam Section
Finding the Lightest Section to Support a Specified Load
Combined Flexure and Compression in Beam-Columns in a Braced Frame
Selection of Concrete-Filled Steel Column
Determining Design Compressive Strength of Composite Columns
Analyzing a Concrete Slab for Composite Action
Determining the Design Shear Strength of a Beam Web
Determining a Bearing Plate for a Beam and Its End Reaction
Determining Beam Length to Eliminate Bearing Plate
Part 2: Hangers, Connectors, and Wind-Stress Analysis
Design of an Eyebar
Analysis of a Steel Hanger
Analysis of a Gusset Plate
Design of a Semirigid Connection
Riveted Moment Connection
Design of a Welded Flexible Beam Connection
Design of a Welded Seated Beam Connection
Design of a Welded Moment Connection
Rectangular Knee of Rigid Bent
Curved Knee of Rigid Bent
Base Plate for Steel Column Carrying Axial Load
Base for Steel Column with End Moment
Grillage Support for Column
Wind-Stress Analysis by Portal Method
Wind-Stress Analysis by Cantilever Method
Wind-Stress Analysis by Slope-Deflection Method
Wind Drift of a Building
Reduction in Wind Drift by Using Diagonal Bracing
Light-Gage Steel Beam with Unstiffened Flange
Light-Gage Steel Beam with Stiffened Compression Flange
Part 3: Reinforced Concrete Design of Flexural Members by Ultimate-Strength Method
Capacity of a Rectangular Beam
Design of a Rectangular Beam
Design of the Reinforcement in a Rectangular Beam of Given Size
Capacity of a T Beam
Capacity of a T Beam of Given Size
Design of Reinforcement in a T Beam of Given Size
Reinforcement Area for a Doubly Reinforced Rectangular Beam
Design of Web Reinforcement
Determination of Bond Stress
Design of Interior Span of a One-Way Slab
Analysis of a Two-Way Slab by the Yield-Line Theory
Design of Flexural Members by the Working-Stress Method
Stresses in a Rectangular Beam
Capacity of a Rectangular Beam
Design of Reinforcement in a Rectangular Beam of Given Size
Design of a Rectangular Beam
Design of Web Reinforcement
Capacity of a T Beam
Design of a T Beam Having Concrete Stressed to Capacity
Design of a T Beam Having Steel Stressed to Capacity
Reinforcement for Doubly Reinforced Rectangular Beam
Deflection of a Continuous Beam
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 4: Prestressed Concrete
Determination 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
Ke 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
Alteative 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 Bent