Structural Steel Design

 
 
Mercury Learning & Information (Verlag)
  • erschienen am 23. Januar 2020
  • |
  • 900 Seiten
 
E-Book | ePUB mit Adobe DRM | Systemvoraussetzungen
978-1-68392-368-8 (ISBN)
 
StructuralSteel Design, Third Edition is a simple, practical, and concise guide to structuralsteel design - using the Load and Resistance Factor Design (LRFD) and theAllowable Strength Design (ASD) methods -- that equips the reader with the necessary skills for designing real-world structures. Civil, structural, and architectural engineering students intending to pursue careers in structural design and consulting engineering, and practicing structural engineers will find the text useful because of the holistic, project-based learning approach that bridges the gap between engineering education and professional practice. The design of each building component is presented in a way such that the reader can see how each element fits into the entire building design and construction process. Structural details and practical example exercises that realistically mirror what obtains in professional design practice are presented. Features:- Includes updated content/example exercises that conform to the current codes (ASCE 7, ANSI/AISC 360-16, and IBC) - Adds coverage to ASD and examples with ASD to parallel those that are done LRFD - Follows a holistic approach to structural steel design that considers the design of individual steel framing members in the context of a complete structure.
  • Englisch
  • Bloomfield
  • |
  • USA
  • 56,98 MB
978-1-68392-368-8 (9781683923688)
  • Intro
  • CONTENTS
  • PREFACE
  • ACKNOWLEDGMENTS
  • 1 Introduction to Steel Structures
  • 1.1INTRODUCTION
  • 1.2 THE MANUFACTURE OF STRUCTURAL STEEL
  • 1.3 PROPERTIES OF STRUCTURAL STEEL
  • 1.4 STRUCTURAL STEEL SHAPES AND ASTM SPECIFICATION
  • 1.5 BASIC STRUCTURAL STEEL ELEMENTS
  • 1.6 TYPES OF STRUCTURAL SYSTEMS IN STEEL BUILDINGS
  • 1.7 BUILDING CODES, DESIGN SPECIFICATIONS, AND THE STEEL CONSTRUCTION MANUAL
  • 1.8 THE STRUCTURAL STEEL DESIGN AND CONSTRUCTION PROCESS
  • 1.9 GRAVITY AND LATERAL LOAD PATHS AND STRUCTURAL REDUNDANCY
  • 1.10 ROOF AND FLOOR FRAMING LAYOUT
  • 1.11 SUSTAINABILITY IN THE DESIGN AND CONSTRUCTION OF STEEL STRUCTURES
  • 2 Design Methods, Load Combinations, and Gravity Loads and Load Paths
  • 2.1 INTRODUCTION TO DESIGN METHODS
  • 2.2 STRENGTH REDUCTION OR RESISTANCE FACTORS
  • 2.3 LOAD FACTORS AND LOAD COMBINATIONS
  • 2.4 INTRODUCTION TO STRUCTURAL DESIGN LOADS
  • 2.5 GRAVITY LOADS IN BUILDING STRUCTURES
  • 2.6 DEAD LOADS
  • 2.7 LIVE LOADS
  • 2.8 FLOOR LIVE LOADS
  • 2.9 ROOF LIVE LOAD
  • 2.10 SNOW LOAD
  • 3 Lateral Loads and Lateral Force Resisting Systems
  • 3.1 LATERAL LOADS ON BUILDINGS
  • 3.2 LATERAL FORCE RESISTING SYSTEMS IN STEEL BUILDINGS
  • 3.3 WIND LOADS
  • 3.4 CALCULATION OF WIND LOADS
  • 3.5 EFFECT OF NET FACTORED UPLIFT LOADS ON ROOF BEAMS AND JOISTS
  • 3.6 DESIGNING FOR TORNADOES - SIMPLIFIED METHOD
  • 3.7 CALCULATION OF SEISMIC LOADS
  • 3.8 SEISMIC ANALYSIS OF BUILDINGS USING THE ASCE 7 LOAD STANDARD
  • 3.9 EQUIVALENT LATERAL FORCE (ELF) METHOD
  • 3.10 VERTICAL DISTRIBUTION OF SEISMIC BASE SHEAR, V
  • 3.11 STORY DRIFT DUE TO SEISMIC LATERAL FORCES
  • 3.12 STRUCTURAL DETAILING REQUIREMENTS FOR SEISMIC DESIGN
  • 4 Tension Members
  • 4.1 INTRODUCTION
  • 4.2 FAILURE MODES AND ANALYSIS OF TENSION MEMBERS
  • 4.3 DESIGN OF TENSION MEMBERS
  • 4.4 TENSION RODS
  • 5 Compression Members Under Concentric Axial Loads
  • 5.1 INTRODUCTION
  • 5.2 EULER CRITICAL BUCKLING LOAD
  • 5.3 COMPRESSION MEMBER STRENGTH
  • 5.4 LOCAL BUCKLING OF COMPRESSION MEMBERS
  • 5.5 ANALYSIS PROCEDURES FOR COMPRESSION MEMBERS
  • 5.6 DESIGN PROCEDURES FOR COMPRESSION MEMBERS
  • 5.7 ALIGNMENT CHARTS OR NOMOGRAPHS
  • 5.8 TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING OF COMPRESSION MEMBERS
  • 5.9 SINGLE ANGLE MEMBERS UNDER ECCENTRIC COMPRESSION LOADS
  • 6 Flexural Members
  • 6.1 INTRODUCTION
  • 6.2 CLASSIFICATION OF FLEXURAL MEMBERS
  • 6.3 FAILURE MODES OF FLEXURAL MEMBERS AND DESIGN STRENGTH FOR COMPACT SHAPES
  • 6.4 DESIGN STRENGTH IN BENDING FOR NONCOMPACT AND SLENDER SHAPES
  • 6.5 DESIGN OF FLEXURAL MEMBERS FOR SHEAR
  • 6.6 BEAM DESIGN TABLES
  • 6.7 SERVICEABILITY REQUIREMENTS FOR BEAMS
  • 6.8 BEAM DESIGN PROCEDURE
  • 6.9 BIAXIAL BENDING AND TORSION
  • 6.10 BEAM BEARING FAILURE MODES AND DESIGN STRENGTH
  • 6.11 BEARING STIFFENERS
  • 6.12 OPEN-WEB STEEL JOISTS
  • 6.13 FLOOR PLATES, RECTANGULAR PLATES, AND GRATING
  • 6.14 CANTILEVERED BEAM SYSTEMS
  • 6.15 FLEXURAL STRENGTH OF WT-SECTIONS AND DOUBLE ANGLES
  • 6.16 FLEXURAL STRENGTH OF SQUARE AND RECTANGULAR HSS, AND BOX-SHAPED SECTIONS
  • 7 Composite Beams
  • 7.1 INTRODUCTION
  • 7.2 SHEAR STUDS
  • 7.3 COMPOSITE BEAM STRENGTH
  • 7.4 SHORING OF COMPOSITE BEAMS
  • 7.5 DEFLECTION OF COMPOSITE BEAMS
  • 7.6 COMPOSITE BEAM ANALYSIS AND DESIGN USING THE AISCM TABLES
  • 7.7 COMPOSITE BEAM DESIGN PROCEDURE
  • 7.8 PRACTICAL CONSIDERATIONS FOR COMPOSITE BEAM AND GIRDER CONSTRUCTION
  • 7.9 OTHER TYPES OF COMPOSITE CONSTRUCTION
  • 8 Members Under Combined Axial Load and Bending Moment
  • 8.1 INTRODUCTION TO BEAM-COLUMNS
  • 8.2 EXAMPLES OF BEAM-COLUMNS IN BRACED FRAMES
  • 8.3 BEAM-COLUMN DESIGN
  • 8.4 MOMENT AMPLIFICATION (P-DELTA) EFFECTS
  • 8.5 STABILITY ANALYSIS AND CALCULATION OF THE REQUIRED STRENGTHS OF BEAM-COLUMNS
  • 8.6 DIRECT ANALYSIS METHOD (DAM)
  • 8.7 AMPLIFIED FIRST-ORDER ANALYSIS METHOD (AFOAM) AND AMPLIFICATION FACTORS
  • 8.8 FIRST-ORDER ANALYSIS METHOD (FOAM)
  • 8.9 EFFECTIVE LENGTH METHOD (ELM)
  • 8.10 UNBALANCED MOMENTS, M, FOR COLUMNS IN BRACED FRAMES DUE TO THE ECCENTRICITY OF THE GIRDER AND BEAM REACTIONS
  • 8.11 STUDENT PRACTICE PROBLEM AND COLUMN DESIGN TEMPLATES
  • 8.12 ANALYSIS OF MOMENT FRAMES USING THE AMPLIFIED FIRST-ORDER METHOD
  • 8.13 ANALYSIS AND DESIGN OF BEAM-COLUMNS FOR COMBINED AXIAL TENSION AND BENDING
  • 8.14 DESIGN OF BEAM-COLUMNS FOR COMBINED AXIAL TENSION AND BENDING
  • 8.15 COLUMN BASE PLATES
  • 8.16 ANCHOR RODS
  • 8.17 UPLIFT FORCE AT COLUMN BASE PLATES
  • 8.18 TENSION CAPACITY OF ANCHOR RODS EMBEDDED IN CONCRETE
  • 8.19 RESISTING LATERAL SHEAR AT COLUMN BASE PLATES
  • 8.20 COLUMN BASE PLATES UNDER AXIAL LOAD AND MOMENT
  • 8.21 COLUMN SCHEDULE
  • 9 Bolted Connections
  • 9.1 INTRODUCTION
  • 9.2 BOLT INSTALLATION
  • 9.3 HOLE TYPES AND SPACING REQUIREMENTS
  • 9.4 FAILURE MODES AND STRENGTH OF BOLTS
  • 9.5 ECCENTRICALLY LOADED BOLTS: SHEAR
  • 9.6 ECCENTRICALLY LOADED BOLTS: BOLTS IN SHEAR AND TENSION
  • 9.7 PRYING ACTION: BOLTS IN TENSION
  • 9.8 FRAMED BEAM CONNECTIONS
  • 10 Welded Connections
  • 10.1 INTRODUCTION
  • 10.2 TYPES OF JOINTS AND WELDS
  • 10.3 WELD SYMBOLS
  • 10.4 DIMENSIONAL REQUIREMENTS FOR WELDS
  • 10.5 FILLET WELD STRENGTH
  • 10.6 PLUG AND SLOT WELD STRENGTH
  • 10.7 GROOVE WELD STRENGTH
  • 10.8 ECCENTRICALLY LOADED WELDS: SHEAR ONLY
  • 10.9 ECCENTRICALLY LOADED WELDS: SHEAR PLUS TENSION
  • 10.10 BOLTS USED IN COMBINATION WITH WELDS
  • 11 Moment Connections, Bracing and Truss Connections, and Miscellaneous Details
  • 11.1 INTRODUCTION
  • 11.2 MOMENT CONNECTIONS: INTRODUCTION
  • 11.3 PARTIALLY RESTRAINED (PR) AND FLEXIBLE MOMENT CONNECTIONS (FMC)
  • 11.4 FULLY RESTRAINED (FR) MOMENT CONNECTIONS
  • 11.5 MOMENT CONNECTIONS: BEAMS AND BEAM SPLICES
  • 11.6 COLUMN STIFFENERS IN MOMENT CONNECTIONS
  • 11.7 COLUMN SPLICES
  • 11.8 DESIGN OF GUSSET PLATES IN VERTICAL BRACING AND TRUSS CONNECTIONS
  • 11.9 COPED BEAMS
  • 11.10 HOLES IN BEAMS
  • 12 Floor Vibrations due to Human Activity
  • 12.1 INTRODUCTION
  • 12.2 VIBRATION TERMINOLOGY
  • 12.3 NATURAL FREQUENCY OF FLOOR SYSTEMS
  • 12.4 FLOOR SYSTEMS WITH OPEN-WEB STEEL JOISTS
  • 12.5 EVALUATION OF FLOOR SYSTEMS FOR WALKING VIBRATIONS
  • 12.6 ANALYSIS PROCEDURE FOR WALKING VIBRATIONS
  • 12.7 RHYTHMIC VIBRATION CRITERIA
  • 12.8 SENSITIVE EQUIPMENT VIBRATION CRITERIA
  • 12.9 VIBRATION OF MONUMENTAL STEEL STAIRS
  • 12.10 VIBRATION CONTROL MEASURES
  • 13 Built-up Sections-­Welded Plate Girders
  • 13.1 INTRODUCTION TO WELDED PLATE GIRDERS
  • 13.2 DESIGN OF PLATE GIRDERS
  • 13.3 BENDING STRENGTH OF WELDED PLATE GIRDERS WITH SLENDER WEBS
  • 13.4 DESIGN FOR SHEAR IN PLATE GIRDERS WITHOUT DIAGONAL TENSION FIELD ACTION (AISCM SECTION G2.1)
  • 13.5 DIAGONAL TENSION FIELD ACTION IN PLATE GIRDERS (AISCM SECTION 62.2)
  • 13.6 CONNECTION OF WELDED PLATE GIRDER COMPONENTS
  • 13.7 PLATE GIRDER PRELIMINARY DESIGN (LRFD)
  • 13.8 PLATE GIRDER FINAL DESIGN (LRFD)
  • 14 Practical Considerations in the Design of Steel Buildings
  • 14.1 INTRODUCTION AND RULES OF THUMB FOR STRUCTURAL STEEL DESIGN
  • 14.2 LAYOUT OF STRUCTURAL SYSTEMS IN STEEL BUILDINGS
  • 14.3 LATERAL LOAD DISTRIBUTION IN HORIZONTAL DIAPHRAGMS
  • DRAG STRUTS (OR COLLECTORS) AND CHORDS
  • 14.4 DESIGN OF ROOF AND FLOOR DIAPHRAGMS IN STEEL BUILDINGS
  • 14.5 TRANSFER OF LATERAL LOADS IN ROOFS WITH OPEN WEB STEEL JOISTS
  • 14.6 GIRTS AND WIND COLUMNS
  • 14.7 RELIEF OR SHELF ANGLES FOR SUPPORTING BRICK VENEER
  • 14.8 ACHIEVING ADEQUATE DRAINAGE IN STEEL-FRAMED ROOFS
  • 14.9 PONDING IN STEEL-FRAMED ROOF SYSTEMS
  • 14.10 STABILITY BRACING FOR BEAMS, COLUMNS, AND BEAM-COLUMNS
  • 14.11 STEEL PREPARATIONS, FINISHES, AND FIREPROOFING
  • 14.12 CORROSION PROTECTION OF STRUCTURAL STEEL
  • 14.13 INTRODUCTION TO STRENGTHENING AND RETROFITTING OF EXISTING STEEL STRUCTURES
  • 14.14 ELASTIC SHORTENING OF COLUMNS IN TALL STEEL BUILDINGS
  • 14.15 STRUCTURAL INTEGRITY REQUIREMENTS
  • 14.16 STRUCTURAL DRAWING NOTES, AND SAMPLE ROOF/FLOOR PLANS AND DETAILS
  • 14.17 STUDENT DESIGN PROJECTS
  • Appendix: Plastic Analysis and Design of Continuous Beams and Girders
  • Index

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