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Design of structural steelwork

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Cấu trúc

  • Book Cover

  • Half-Title

  • Title

  • Copyright

  • Contents

  • Preface

  • 1 Iron and steel

    • 1.1 Production

    • 1.2 Mechanical working

    • 1.3 Steel in structure

    • Significant dates in iron and steel structural history

    • 1.4 Properties of structural steel (3)

      • 1.4.1 Elasticity

      • 1.4.2 Tensile strength

      • 1.4.3 Ductility

    • 1.5 Fire protection

    • 1.6 Fatigue

    • 1.7 Brittle fracture

    • 1.8 Corrosion

    • 1.9 Structural steels

    • 1.10 Structural steel products

    • References

  • 2 Design and stability

    • 2.1 Design

      • 2.1.1 Safety

      • 2.1.2 Limit state design

    • 2.2 Stability

      • 2.2.1 Instability of a compression number

      • 2.2.2 Local instability

    • References

  • 3 Beams

    • 3.1 General

    • 3.2 Efficiency

    • 3.3 Stability

      • 3.3.1 Lateral instability

        • Nature of cross section

        • Distribution of applied bending moment

      • 3.3.2 Local instability—flanges

      • 3.3.3 Local instability—webs

    • 3.4 Shear

    • 3.5 Deflection

    • 3.6 Approach to beam design

      • 3.6.1 Restrained compact beams

      • 3.6.2 Rolled sections used as beams

    • 3.7 Compound beams

    • 3.8 Plate girders

      • 3.8.1 Bending

      • 3.8.2 Shear

    • 3.9 Miscellaneous beams

      • 3.9.1 Gantry girders

      • 3.9.2 Composite beams (4)

    • 3.10 Plastic design (6)

    • References

  • 4 Axially loaded elements

    • 4.1 Compression members

      • 4.1.1 Column behaviour (1)

      • 4.1.2 Axial load and bending

      • 4.1.3 Local buckling

      • 4.1.4 Efficient design

      • 4.1.5 Column design

      • 4.1.6 Member capacity tables

      • 4.1.7 Columns in building frames

      • 4.1.8 Cased columns

      • 4.1.9 Concrete-filled columns

      • 4.1.10 Compound columns

      • 4.1.11 Angle struts

    • 4.2 Tension members

    • References

  • 5 Steelwork connections

    • 5.1 General

    • 5.2 Bolts and bolting

      • 5.2.1 Bolt types

        • Black bolts

        • Precision bolts

      • 5.2.2 High-strength friction grip (hsfg) bolts

        • Torque control method

        • Turn-of-nut method

    • 5.3 Design of bolted connections

      • 5.3.1 Load on bolts

      • 5.3.2 Stresses in plates

      • 5.3.3 Shearing strength

      • 5.3.4 Bearing strength

      • 5.3.5 Tensile strength

      • 5.3.6 Bolt capacities

        • Shear

        • Bearing capacity

        • Tension capacity

      • 5.3.7 Interaction between tension and shear

      • 5.3.8 Spacing

      • 5.3.9 Net area of tension members

      • 5.3.10 Friction grip fasteners

        • Slip resistance

        • Bearing resistance

        • Long joints

        • Tension capacity

        • Combined shear and tension

    • 5.4 Design examples

    • 5.5 Welded connections

      • 5.5.1 The welding process

      • 5.5.2 Types of welded connection

        • Butt welds

        • Fillet welds

      • 5.5.3 Distortion and residual stress

      • 5.5.4 Welder and weld testing

      • 5.5.5 Weld strength

      • 5.5.6 Capacity of fillet welds

    • 5.6 Design examples

      • Example 5.6 Weld eccentrically loaded in its own plane

      • Example 5.7 Weld eccentrically loaded out of its own plane

    • References

  • 6 Design of element assemblies

    • 6.1 General

    • 6.2 Lattice girders

    • 6.3 Portal frames

    • Reference

  • Appendix A

    • The Perry strut formula

  • Bibliography

  • Index

Nội dung

Instruction in structural design has always been considered an essential part of the training of a student engineer, though the difficulties of teaching the subject effectively have not always been completely appreciated. An ideal course should combine theoretical instruction and practical application; limitations of time, space and money generally restrict the latter aspect to calculation and drawing with perhaps the construction and testing of models. But much can be done with pencil and paper to inculcate a sound approach to the design of structures, provided the student is made aware of the fundamentals of design method and the specific problems associated with the various structural materials. The aim of this publication is to present the essential design aspects of one structural material—steel. The book is of an entirely introductory nature, demanding no prior knowledge of the subject, but readers are assumed to have followed (or be following) courses in structural analysis and mechanics of materials in sufficient depth to give them a confident grasp of elementary structural and stress analysis techniques. Although it has been written primarily with undergraduates in mind the book will be of use to young graduates who may be coming across the subject for the first time. For this reason the example calculations conform as far as possible to practical requirements.

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