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دانلود کتاب Structural steel design

دانلود کتاب طراحی سازه فولادی

Structural steel design

مشخصات کتاب

Structural steel design

ویرایش: [Third ed.] 
نویسندگان: ,   
سری:  
ISBN (شابک) : 9781683923671, 1683923677 
ناشر:  
سال نشر: 2020 
تعداد صفحات: [957] 
زبان: English 
فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود) 
حجم فایل: 43 Mb 

قیمت کتاب (تومان) : 62,000



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توضیحاتی در مورد کتاب طراحی سازه فولادی

طراحی سازه فولادی، ویرایش سوم یک راهنمای ساده، کاربردی و مختصر برای طراحی سازه های فولادی است - با استفاده از روش های طراحی بار و ضریب مقاومت (LRFD) و طراحی مقاومت مجاز (ASD) - که خواننده را با مهارت های لازم برای طراحی سازه های دنیای واقعی دانشجویان مهندسی عمران، سازه و معماری که قصد دارند در رشته مهندسی مشاور و طراحی سازه شغلی را دنبال کنند، و مهندسین سازه را تمرین می کنند، متن را به دلیل رویکرد یادگیری کل نگر و مبتنی بر پروژه که شکاف بین آموزش مهندسی و تمرین حرفه ای را پر می کند، مفید خواهند یافت. طراحی هر یک از اجزای ساختمان به گونه ای ارائه شده است که خواننده می تواند ببیند که چگونه هر عنصر در تصویر بزرگتر از کل طراحی ساختمان و فرآیند ساخت و ساز قرار می گیرد. جزئیات ساختاری و نمونه‌های عملی مشکلاتی که به طور واقع بینانه آنچه را که فرد در طراحی حرفه‌ای به دست می‌آورد منعکس می‌کند، ارائه شده است. ویژگی ها: - مطالب به روز شده/مشکلات نمونه برای کدهای فعلی (ASCE 7، AISC 15th edition و IBC) - پوشش ASD و نمونه هایی با ASD را به موازات آنهایی که LRFD انجام می شود اضافه می کند - از یک رویکرد کل نگر برای طراحی فولاد سازه پیروی می کند که در نظر می گیرد طراحی تک تک اعضای اسکلت فلزی در چارچوب یک سازه کامل.


توضیحاتی درمورد کتاب به خارجی

Structural Steel Design, Third Edition is a simple, practical, and concise guide to structural steel design - using the Load and Resistance Factor Design (LRFD) and the Allowable 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 bigger picture of an entire building design and the construction process. Structural details and practical example problems that realistically mirror what one obtains in professional design practice are presented. Features: - Updated content/example problems for the current codes (ASCE 7, AISC 15th edition, 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.



فهرست مطالب

Cover
Half-Title
Title
Copyright
Dedication
Contents
Preface
Acknowledgments
Chapter 1: Introduction to Steel Structures
	1.1 Introduction
	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
	References
	Exercises
Chapter 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 Floor Live Load Reduction
	2.10 Roof Live Load
	2.11 Snow Load
	2.12 Rain Loads
	2.13 Ice Loads Due to Freezing Rain
	2.14 Miscellaneous Loads
	2.15 Vertical and Lateral Deflection, and Lateral Acceleration Criteria
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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 AISCM 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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, Mnt, 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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
	References
	Exercises
Chapter 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 G2.2)
	13.6 Connection of Welded Plate Girder Components
	13.7 Plate Girder Preliminary Design (LRFD)
	13.8 Plate Girder Final Design (LRFD)
	References
	Exercises
Chapter 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
	References
Appendix: Plastic Analysis and Design of Continuous Beams and Girders
Index




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