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

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