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28 Maret 2012

ebook - Steel Design, Fourth Edition, William T. Segui

Judul Buku:Steel Design, Fourth Edition
Pengarang:William T. Segui
Penerbit :Thomson
Tahun:2007
Format File:pdf
Bahasa:English
Halaman:706
Ukuran File:18,2 MB

Free Downlaod ebook - Steel Design, Fourth Edition, William T. Segui

Contents

Preface
1Introduction
1.1Structural Design
1.2Loads
1.3Building Codes
1.4Design Spesifications
1.5Structural Steel
1.6Standard Cross-Sectional Shapes
2Concepts in Structural Steel Design
2.1Design Philosophies
2.2American Institute of Steel Construction Spesification
2.3Load Factors, Resistance Factors, anda Load Combinations for LRFD
2.4Safety Factors and Load Combinations fo ASD
2.5Probabilistic Basic of Load and Resistance Factors
2.6Steel Construction Manual
2.7Design Computations and Precision
3Tension Members
3.1Introduction
3.2Tensile Strenght
3.3Effective Area
3.4Staggered Fasteners
3.5Block Shear
3.6Design of Tension Members
3.7Threaded Rods and Cables
3.8Tension Members in Roof Trusses
3.9Pin-Connected Members
4Compression Members
4.1Definitions
4.2Coulumn Theory
4.3AISC Requirements
4.4Local Stability
4.5Table for Compression Members
4.6Design
4.7More on Effective Lenght
4.8Torsional and Flexural-Torsional Buckling
4.9Built-Up Members
5Beams
5.1Introductions
5.2Bending Stess and the Plastic Moment
5.3Stability
5.4Classifications of Shapes
5.5Bending Strenght of Compact Shapes
5.6Bending Strenght of Noncompact Shapes
5.7Summary of Moment Strenght
5.8Shear Strenght
5.9Deflection
5.10Design
5.11Floor and Roof Framing Systems
5.12Holes in Beams
5.13Open-Web Steel Joists
5.14Beam Bearing Plates and Coulumn Base Plate
5.15Biaxial Bending
5.16Bending Strenght of Various Shapes
6Beam-Columns
6.1Definition
6.2Interaction Formula
6.3Moment Amplification
6.4Braced versus Unbraced Frames
6.5Members in Braced Frames
6.6Members in Unbraced Frames
6.7Design of Beam-Columns
6.8Trusses with Top-Chord Loads Between Joints
7Simple Connections
7.1Introductions
7.2Bolted Shear Connections: Failure Modes
7.3Bearing Strenght, Spacing, and Edge-Distance Requirements
7.4Shear Strenght
7.5Installation of High-Strenght Bolts
7.6Slip-Critical and Bearing-Type Connections
7.7Design Examples
7.8High-Strength Bolts in Tension
7.9Combined Shear and Tension in Fasteners
7.10Welded Connections
7.11Fillet Welds
8Eccentric Conections
8.1Examples of Eccentric Connections
8.2Eccentric Bolted Connections: Shear Only
8.3Eccentric Bolted Connections: Shear Plus Tension
8.4Eccentric Welded Connections: Shear Only
8.5Eccentric Welded Connections: Shear Plus Tension
8.6Moment-Resisting Connections
8.7Column Stiffeners and Other Reinforcement
8.8End Plate Connections
8.9Concluding Remarks
9Composite Construction
9.1Introductions
9.2Shored versus Unshored Construction
9.3Effective Flange Width
9.4Shear Connectors
9.5Design
9.6Deflections
9.7Composite Beams with Formed Steel Deck
9.8Tables for Composite Beam Analysis and Design
9.9Continuous Beams
9.10Composite Columns
10Plate Girders
10.1Introductions
10.2Genral Considerations
10.3AISC Requirements for Proportions of Plate Girders
10.4Flexural Strength
10.5Shear Strength
10.6Bearing Stiffeners
10.7Design
Appendix  Plastic Analysis and Design
A.1Introductions
A.2AISC Requirements
A.3Analysis
A.4Design
A.5Concluding Remarks
References
Answer to Selected Problems
Index

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[civiliana] mengatakan:
5 November 2012 02.58
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