导语

  

内容提要

  

    “土木工程计算手册”是目前最新的有关土木工程技术问题的指导手册，提供了与最新的实践、规范和标准相一致的3000多种计算方法，可以帮助读者准确地进行复杂的设计和施工计算。
    泰勒·G·希克斯编著的《结构工程(影印版)(英文版)》介绍了钢结构设计，包括钢梁和板梁、钢柱和张力构件、负载阻力系数法、应力应变分析、受弯构件应力、梁的变形、超静定结构、动载荷和影响线、铆接和焊接连接、钢结构塑性设计；吊架、连接器和风应力分析。

    泰勒·G·希克斯，是一位经验丰富的顾问工程师，曾负责多个工厂的设计及运行，并在多所工程类院校任教和进行国际讲学，出版了20多部相关著作。

Load and Resistance Factor Design Overview
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 an Intermittent Lateral
  Support under a Uniform Load
  Design of a Beam with Reduced Moment Resistance
  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 Using ASD Method
  Net Section of a Tension Member
  Design of a Double-Angle Tension Member
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
  Simplified Second-Order Analysis
  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
  Designing a Bearing Plate for a Beam and It's End Reaction
  Determining Beam Length to Eliminate Bearing Plate
ANALYSIS OF STRESS AND STRAIN
  Stress Caused by an Axial Load
  Deformation Caused by an Axial Load
  Deformation of a Built-Up Member
  Reactions at Elastic Supports
  Analysis of Cable Supporting a Concentrated Load
  Displacement of Truss Joint
  Axial Stress Caused by Impact Load
  Stresses on an Oblique Plane
  Evaluation of Principal Stresses
  Hoop Stress in Thin-Walled Cylinder under Pressure
  Stresses in Prestressed Cylinder
  Hoop Stress in Thick-Walled Cylinder
  Thermal Stress Resulting from Heating a Member
  Thermal Effects in Composite Member Having Elements in Parallel
  Thermal Effects in Composite Member Having Elements in Series
  Shrink-Fit Stress and Radial Pressure
  Torsion of a Cylindrical Shaft
  Analysis of a Compound Shaft
STRESSES IN FLEXURAL MEMBERS
  Shear and Bending Moment in a Beam
  Beam Bending Stresses
  Analysis of a Beam on Movable Supports
  Flexural Capacity of a Compound Beam
  Analysis of a Composite Beam
  Beam Shear Flow and Shearing Stress
  Locating the Shear Center of a Section
  Bending of a Circular Flat Plate
  Bending of a Rectangular Flat Plate
  Combined Bending and Axial Load Analysis
  Flexural Stress in a Curved Member
  Soil Pressure under Dam
  Load Distribution in Pile Group
DEFLECTION OF BEAMS
  Double-Integration Method of Determining Beam Deflection
  Moment-Area Method of Determining Beam Deflection
  Conjugate-Beam Method of Determining Beam Deflection
  Unit-Load Method of Computing Beam Deflection
  Deflection of a Cantilever Frame
STATICALLY INDETERMINATE STRUCTURES
  Shear and Bending Moment of a Beam on a Yielding Support
  Maximum Bending Stress in Beams Jointly Supporting a Load
  Theorem of Three Moments
  Theorem of Three Moments: Beam with Overhang and Fixed End
  Bending-Moment Determination by Moment Distribution
  Analysis of a Statically Indeterminate Truss
MOVING LOADS AND INFLUENCE LINES
  Analysis of Beam Carrying Moving Concentrated Loads
  Influence Line for Shear in a Bridge Truss
  Force in Truss Diagonal Caused by a Moving Uniform Load
  Force in Truss Diagonal Caused by Moving Concentrated Loads
  Influence Line for Bending Moment in Bridge Truss
  Force in Truss Chord Caused by Moving Concentrated Loads
  Influence Line for Bending Moment in Three-Hinged Arch
  Deflection of a Beam under Moving Loads
RIVETED AND WELDED CONNECTIONS
  Capacity of a Rivet
  Investigation of a Lap Splice
  Design of a Butt Splice
  Design of a Pipe Joint
  Moment on Riveted Connection
  Eccentric Load on Riveted Connection
  Design of a Welded Lap Joint
  Eccentric Load on a Welded Connection
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
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