خرید ایبوک Structural Steel Design, 7th Edition E-Book – Original PDF سال 2024

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خرید کتاب Structural Steel Design, 7th Edition – E-Book – Original PDF

دانلود رایگان کتاب Structural Steel Design 7th Edition در فرمت پی دی اف 2024

Structural Steel Design addresses the fundamentals of designing steel structures in a comprehensive, yet easy-to-understand manner. Conforming to the latest 2022 specifications of the American Institute of Steel Construction (AISC) and the 16th edition of the AISC Steel Construction Manual, this valuable resource will help prepare you for your career in engineering or construction.

دانلود ایبوک طراحی سازه‌های فولادی ويراست هفدهم (زبان اصلی) مولف مک کورمک

کتاب «طراحی سازه‌های فولادی» به اصول بنیادین طراحی سازه‌های فولادی می‌پردازد؛ به‌گونه‌ای که مطالب هم جامع هستند و هم به‌سادگی قابل‌درک‌اند. این منبع ارزشمند که منطبق بر آخرین ضوابط سال ۲۰۲۲ «موسسه ساخت‌وساز فولادی آمریکا» (AISC) و ویرایش شانزدهم «آیین‌نامه ساخت‌وساز فولادی AISC» تدوین شده است، به شما کمک می‌کند تا برای ورود به حرفه مهندسی یا صنعت ساخت‌وساز آماده شوید.

نویسنده طراحی سازه‌های فولادی 7 ام

جک سی. مک‌کورمک یکی از چهره‌های شاخص و شناخته‌شده در آموزش مهندسی عمران در سطح جهان است که به عنوان استاد ممتاز و بازنشسته مهندسی عمران در دانشگاه کلمسون فعالیت کرده و حدود ۳۴ سال در این دانشگاه تدریس کرده است. مجله Engineering News Record او را به دلیل سهمش در آموزش، یکی از ۱۲۵ مهندس یا معمار برتر ۱۲۵ سال گذشته جهان معرفی کرده و نامش در کتاب Who’s Who بین‌المللی مهندسی ثبت شده است. مک‌کورمک نویسنده یا همکار نویسنده هفت کتاب درسی مهندسی است که بیش از نیم میلیون نسخه از آن‌ها به چاپ رسیده و در بیش از ۵۰۰ دانشگاه در سراسر جهان تدریس می‌شوند. او دارای کارشناسی مهندسی عمران از The Citadel، کارشناسی ارشد از MIT و دکترای افتخاری ادبیات از دانشگاه کلمسون است.

Jack C. McCormac, P.E.

This edition of the textbook is dedicated Jack C. McCormac, a long-time educator and author, who passed from this life on June 3, 2021 at the age of 93. Jack is fondly remembered as a beloved civil engineering professor at Clemson University, South Carolina. His seven engineering textbooks made him one of the world’s most notable engineers and aided in the instruction of more than three generations of civil engineering students during Jack’s 36 years of service at Clemson. He wrote textbooks in the areas of structural analysis, structural steel design, reinforced concrete design, and surveying. These textbooks remain in print and have been translated into several languages. Jack stated that he wrote textbooks for his own courses to try to make engineering more interesting and understandable. He was passionate about teaching, and he delighted in the success of his students. Former students remember him as a popular professor whose upbeat spirit in the classroom earned him the nickname “Happy Jack.”Jack received a Bachelor of Science from the The Citadel and a Master of Science from the Massachusetts Institute of Technology, both in civil engineering. In 1995, Clemson University honored him with a Doctor of Letters. He received multiple awards for outstanding teaching and for professional achievement throughout his career.In 1999, the Engineering News-Record named Jack McCormac one of the world’s top engineers and architects of the previous 125 years, including him on the same list with the likes of Thomas Edison, Henry J. Kaiser, Frank Lloyd Wright, I.M. Pei and Gustave Eiffel. At the age of 82, Jack switched from writing engineering textbooks to writing detective fiction and published seven installments of “The Sketching Detective” series. The novels drew from his own life experience, including his civil engineering career and love of golf.Jack McCormac was a kind gentleman and very accomplished, yet he was a very humble and down-to-earth individual who is sorely missed by his family, friends, and the civil engineering community

فهرست مطالب ایبوک طراحی سازه‌های بتنی نسخه 17 بین‌المللی

Table of Contents

Structural Steel Design
Pearson’s Commitment to Accessibility
Preface
What’s New in This Edition?
In Memoriam
Contents
Chapter 1 Introduction to Structural Steel Design
1.1 Advantages of Steel as a Structural Material
1.1.1 High Strength
1.1.2 Uniformity
1.1.3 Elasticity
1.1.4 Permanence
1.1.5 Ductility
1.1.6 Toughness
1.1.7 Additions to Existing Structures
1.1.8 Miscellaneous
1.2 Disadvantages of Steel as a Structural Material
1.2.1 Corrosion
1.2.2 Fireproofing Costs
1.2.3 Susceptibility to Buckling
1.2.4 Fatigue
1.2.5 Brittle Fracture
1.3 Early Uses of Iron and Steel
1.4 Steel Sections
1.5 Metric Units
1.6 Cold-Formed Light-Gage Steel Shapes
1.7 Stress–Strain Relationships in Structural Steel
1.8 Modern Structural Steels
1.8.1 Carbon Steels
1.8.2 High-Strength Low-Alloy Steels
1.8.3 Atmospheric Corrosion-Resistant High-Strength Low-Alloy Structural Steels
1.9 Uses of High-Strength Steels
1.10 Measurement of Toughness
1.11 Jumbo Sections
1.12 Lamellar Tearing
1.13 Furnishing of Structural Steel
1.14 The Work of the Structural Designer
1.15 Responsibilities of the Structural Designer
1.15.1 Safety
1.15.2 Cost
1.15.3 Constructability
1.16 Economical Design of Steel Members
1.17 Failure of Structures
1.18 Handling and Shipping Structural Steel
1.19 Calculation Accuracy
1.20 Computers and Structural Steel Design
1.21 Problems for Solution
Chapter 2 Specifications, Loads, and Methods of Design
2.1 Specifications and Building Codes
2.2 Loads
2.3 Dead Loads
2.4 Live Loads
2.5 Environmental Loads
2.6 Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD)
2.7 Nominal Strengths
2.8 Shading
2.9 Computation of Loads for LRFD and ASD
LRFD Load Combinations
2.10 Computing Combined Loads with LRFD Expressions
2.11 Computing Combined Loads with ASD Expressions
2.12 Two Methods of Obtaining an Acceptable Level of Safety
2.13 Discussion of Sizes of Load Factors and Safety Factors
2.14 Author’s Comment
2.15 Examples with Video Solution
2.16 Problems for Solution
Chapter 3 Analysis of Tension Members
3.1 Introduction
3.2 Nominal Strengths of Tension Members
3.3 Net Areas
3.4 Effect of Staggered Holes
3.5 Effective Net Areas
3.5.1 Bolted Members
3.5.2 Welded Members
3.6 Connecting Elements for Tension Members
3.7 Block Shear
3.8 Examples with Video Solution
3.9 Problems for Solution (Use Standard-Size Bolt Holes for All Problems)
Chapter 4 Design of Tension Members
4.1 Selection of Sections
4.2 Built-Up Tension Members
4.3 Rods and Bars
4.4 Pin-Connected Members
4.5 Design for Fatigue Loads
4.6 Examples with Video Solution
4.7 Problems for Solution
Chapter 5 Introduction to Axially Loaded Compression Members
5.1 General
5.2 Residual Stresses
5.3 Sections Used for Columns
5.4 Development of Column Formulas
5.5 The Euler Formula
5.6 End Restraint and Effective Lengths of Columns
5.7 Stiffened and Unstiffened Elements
5.7.1 Classification of Compression Sections for Local Buckling
5.8 Long, Short, and Intermediate Columns
5.8.1 Long Columns
5.8.2 Short Columns
5.8.3 Intermediate Columns
5.9 Column Formulas
5.10 Maximum Slenderness Ratios
5.11 Example Problems
5.12 Examples with Video Solution
5.13 Problems for Solution
Chapter 6 Design of Axially Loaded Compression Members
6.1 Introduction
6.2 AISC Design Tables
6.3 Column Splices
6.4 Built-Up Columns
6.5 Built-Up Columns with Components in Contact with Each Other
6.6 Connection Requirements for Built-Up Columns Whose Components are in Contact with Each Other
6.7 Built-Up Columns with Components not in Contact with Each Other
6.8 Single-Angle Compression Members
6.9 Sections Containing Slender Elements
6.10 Flexural-Torsional Buckling of Compression Members
6.11 Examples with Video Solution
6.12 Problems for Solution
Chapter 7 Design of Axially Loaded Compression Members (Continued) and Column Base Plates
7.1 Introduction
7.2 Further Discussion of Effective Lengths
7.3 Frames Meeting Alignment Chart Assumptions
7.4 Frames not Meeting Alignment Chart Assumptions as to Joint Rotations
7.5 Stiffness-Reduction Factors
7.6 Columns Leaning on Each Other for In-Plane Design
7.7 Base Plates for Concentrically Loaded Columns
7.7.1 Plate Area
7.7.2 Plate Thickness
7.7.3 Moment Resisting Column Bases
7.8 Examples with Video Solution
7.9 Problems for Solution
Chapter 8 Introduction to Beams
8.1 Types of Beams
8.2 Sections Used as Beams
8.3 Bending Stresses
8.4 Plastic Hinges
8.5 Elastic Design
8.6 The Plastic Modulus
8.7 Theory of Plastic Analysis
8.8 The Collapse Mechanism
8.9 The Virtual-Work Method
8.10 Location of Plastic Hinge for Uniform Loadings
8.11 Continuous Beams
8.12 Building Frames
8.13 Examples with Video Solution
8.14 Problems for Solution
Chapter 9 Design of Beams for Moments
9.1 Introduction
9.1.1 Plastic Behavior (Zone 1)
9.1.2 Inelastic Buckling (Zone 2)
9.1.3 Elastic Buckling (Zone 3)
9.2 Yielding Behavior—Full Plastic Moment, Zone 1
9.3 Design of Beams, Zone 1
9.3.1 Beam Weight Estimates
9.3.2 Holes in Beams
9.4 Lateral Support of Beams
9.5 Introduction to Inelastic Buckling, Zone 2
9.5.1 Bending Coefficients
9.6 Moment Capacities, Zone 2
9.7 Elastic Buckling, Zone 3
9.8 Design Charts
9.9 Noncompact Sections
9.10 Examples with Video Solution
9.11 Problems for Solution
Chapter 10 Design of Beams—Miscellaneous Topics (Shear, Deflection, etc.)
10.1 Shear
10.2 Deflections
10.2.1 Vibrations
10.2.2 Ponding
10.3 Webs and Flanges with Concentrated Loads
10.3.1 Local Flange Bending
10.3.2 Web Local Yielding
10.3.3 Web Local Crippling
10.3.4 Web Sidesway Buckling
10.3.5 Web Compression Buckling
10.4 Biaxial Bending
10.5 Design of Purlins
10.6 The Shear Center
10.7 Beam-Bearing Plates
10.8 Lateral Bracing at Member Ends Supported on Base Plates
10.9 Examples with Video Solution
10.10 Problems for Solution
Chapter 11 Bending and Axial Force
11.1 Occurrence
11.2 Members Subject to Bending and Axial Tension
11.3 First-Order and Second-Order Moments for Members Subject to Axial Compression and Bending
11.4 Direct Analysis Method (DM)
11.4.1 Second-Order Effects (C2.1 (b) – AISC Specification)
11.4.2 Stiffness Reduction (C2.3 – AISC Specification)
11.4.3 Notional Loads (C2.2b – AISC Specification)
11.5 Effective Length Method (ELM)
11.6 Approximate Second-Order Analysis
11.6.1 Magnification Factors
11.6.2 Moment Modification or Cm Factors
11.7 Beam–Columns in Braced Frames
11.8 Beam-Columns in Unbraced Frames
11.9 Design of Beam–Columns—Braced or Unbraced
Limitations of Pueq Formula
11.10 Examples with Video Solution
11.11 Problems for Solution
Bending and Axial Tension
Bending and Axial Compression
Chapter 12 Bolted Connections
12.1 Introduction
12.2 Types of Bolts
12.3 History of High-Strength Bolts
12.4 Advantages of High-Strength Bolts
12.5 Snug-Tight, Pretensioned, and Slip-Critical Bolts
12.6 Methods for Fully Pretensioning High-Strength Bolts
12.6.1 Turn-of-the-Nut Method
12.6.2 Calibrated Wrench Method
12.6.3 Direct Tension Indicator
12.6.4 Alternative Design Fasteners
12.7 Slip-Resistant Connections and Bearing-Type Connections
12.8 Mixed Joints
12.8.1 Bolts in Combination with Welds
12.8.2 High-Strength Bolts in Combination with Rivets
12.9 Sizes of Bolt Holes
12.10 Load Transfer and Types of Joints
12.10.1 The Lap Joint
12.10.2 The Butt Joint
12.10.3 Double-Plane Connections
12.10.4 Miscellaneous
12.11 Failure of Bolted Joints
12.12 Spacing and Edge Distances of Bolts
12.12.1 Minimum Spacings
12.12.2 Minimum Edge Distances
12.12.3 Maximum Spacing and Edge Distances
12.13 Bearing-Type Connections—Loads Passing Through Center of Gravity of Connections
12.13.1 Shearing Strength
12.13.2 Bearing and Tearout Strength
12.13.3 Minimum Connection Strength
12.14 Slip-Critical Connections—Loads Passing Through Center of Gravity of Connections
12.15 Examples with Video Solution
12.16 Problems for Solution
Chapter 13 Eccentrically Loaded Bolted Connections and Historical Notes on Rivets
13.1 Bolts Subjected to Eccentric Shear
13.1.1 Elastic Analysis
13.1.2 Reduced Eccentricity Method
13.1.3 Instantaneous Center of Rotation Method
13.2 Bolts Subjected to Shear and Tension (Bearing-Type Connections)
13.3 Bolts Subjected to Shear and Tension (Slip-Critical Connections)
13.4 Tension Loads on Bolted Joints
13.5 Prying Action
13.6 Historical Notes on Rivets
13.7 Types of Rivets
13.7.1 ASTM Specification A502, Grade 1
13.7.2 ASTM Specification A502, Grade 2
13.7.3 ASTM Specification A502, Grade 3
13.8 Strength of Riveted Connections—Rivets in Shear and Bearing
13.9 Examples with Video Solution
13.10 Problems for Solution
Chapter 14 Welded Connections
14.1 General
14.2 Advantages of Welding
14.3 American Welding Society
14.4 Types of Welding
14.5 Prequalified Welding
14.6 Welding Inspection
14.6.1 Visual Inspection
14.6.2 Liquid Penetrants
14.6.3 Magnetic Particles
14.6.4 Ultrasonic Testing
14.6.5 Radiographic Procedures
14.7 Classification of Welds
14.7.1 Type of Weld
14.7.2 Position
14.7.3 Type of Joint
14.8 Welding Symbols
14.9 Groove Welds
14.10 Fillet Welds
14.11 Strength of Welds
14.12 AISC Requirements
14.13 Design of Simple Fillet Welds
14.14 Design of Connections for Members with Both Longitudinal and Transverse Fillet Welds
14.15 Some Miscellaneous Comments
14.16 Design of Fillet Welds for Truss Members
14.17 Plug and Slot Welds
14.18 Shear and Torsion
14.18.1 Elastic Method
14.18.2 Ultimate Strength Method
14.19 Shear and Bending
14.20 Complete-Joint-Penetration and Partial-Joint-Penetration Groove Welds
14.20.1 Complete-Joint-Penetration Groove Welds (CJP)
14.20.2 Partial-Joint-Penetration Groove Welds (PJP)
14.21 Examples with Video Solution
14.22 Problems for Solution
Chapter 15 Building Connections
15.1 Selection of Type of Fastener
15.2 Types of Beam Connections
15.3 Standard Bolted Beam Connections
15.4 AISC Manual Standard Connection Tables
15.5 Designs of Standard Bolted Framed Connections
15.6 Designs of Standard Welded Framed Connections
15.7 Single-Plate, or Shear Tab, Framing Connections
15.8 End-Plate Shear Connections
15.9 Designs of Welded Seated Beam Connections
15.10 Designs of Stiffened Seated Beam Connections
15.11 Designs of Moment-Resisting Connections
15.12 Column Web Stiffeners
15.13 Problems for Solution
Chapter 16 Composite Beams
16.1 Composite Construction
16.2 Advantages of Composite Construction
16.3 Discussion of Shoring
16.4 Effective Flange Widths
16.5 Shear Transfer
16.6 Partially Composite Beams
16.7 Strength of Steel Anchors
16.7.1 Steel Headed Stud Anchors
16.7.2 Steel Channel Anchors
16.8 Number, Spacing, and Cover Requirements for Shear Connectors
16.8.1 Spacing of Anchors
16.8.2 Maximum and Minimum Spacings
16.8.3 Cover Requirements
16.8.4 Strong and Weak Positions for Steel Headed Stud Anchors
16.9 Moment Capacity of Composite Sections
16.9.1 Neutral Axis in Concrete Slab
16.9.2 Neutral Axis in Top Flange of Steel Beam
16.9.3 Neutral Axis in Web of Steel Section
16.10 Deflections
16.11 Design of Composite Sections
16.11.1 Lateral Bracing
16.11.2 Beams with Shoring
16.11.3 Beams without Shoring
16.11.4 Estimated Steel Beam Weight
16.11.5 Lower Bound Moment of Inertia
16.11.6 Extra Reinforcing
16.11.7 Example Problems
16.12 Continuous Composite Sections
16.13 Design of Concrete-Encased Sections
16.14 Problems for Solution
Chapter 17 Composite Columns
17.1 Introduction
17.2 Advantages of Composite Columns
17.3 Disadvantages of Composite Columns
17.4 Lateral Bracing
17.5 Specifications for Composite Columns
17.6 Axial Design Strengths of Composite Columns
17.7 Shear Strength of Composite Columns
17.8 Load Transfer at Footings and Other Connections
17.9 Tensile Strength of Composite Columns
17.10 Axial Load and Bending
17.11 Problems for Solution
Chapter 18 Cover-Plated Beams and Built-up Girders
18.1 Cover-Plated Beams
18.2 Built-Up Girders
18.3 Built-Up Girder Proportions
18.3.1 Depth
18.3.2 Web Size
18.3.3 Flange Size
18.4 Flexural Strength
18.5 Tension Field Action
18.6 Design of Stiffeners
18.6.1 Bearing Stiffeners
18.6.2 Intermediate Stiffeners
18.6.3 Longitudinal Stiffeners
18.7 Problems for Solution
Chapter 19 Design of Steel Buildings
19.1 Introduction to Low-Rise Buildings
19.2 Types of Steel Frames Used for Buildings
19.2.1 Bearing-Wall Construction
19.2.2 Skeleton Construction
19.2.3 Long-Span Steel Structures
19.2.4 Combination Steel and Concrete Framing
19.3 Common Types of Floor Construction
19.4 Concrete Slabs on Open-Web Steel Joists
19.5 One-Way and Two-Way Reinforced-Concrete Slabs
19.5.1 One-Way Slabs
19.5.2 Two-Way Concrete Slabs
19.6 Composite Floors
19.7 Concrete-Pan Floors
19.8 Steel Floor Deck
19.9 Flat Slab Floors
19.10 Precast Concrete Floors
19.11 Types of Roof Construction
19.12 Exterior Walls and Interior Partitions
19.12.1 Exterior Walls
19.12.2 Interior Partitions
19.13 Fireproofing of Structural Steel
19.14 Introduction to High-Rise Buildings
19.15 Building Drift Under Lateral Forces
19.16 Types of Lateral Bracing
19.17 Analysis of Buildings with Diagonal Wind Bracing for Lateral Forces
19.18 Moment-Resisting Joints
19.19 Design of Buildings for Gravity Loads
19.19.1 Simple Framing
19.19.2 Rigid Framing
19.20 Selection of Members
Appendix A Derivation of the Euler Formula
Appendix B Slender Compression Elements
Appendix C Flexural-Torsional Buckling of Compression Members
Appendix D Moment-Resisting Column Base Plates
Appendix E Ponding
Glossary
Index
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
Y

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