FREE SHIPPING BOTH WAYS
ON EVERY ORDER!
LIST PRICE:
$110.00

Sorry, this item is currently unavailable.

Structural Steel Design : LRFD Method

ISBN: 9780065016277 | 0065016270
Edition: 2nd
Format: Hardcover
Publisher: Addison-Wesley
Pub. Date: 2/1/1995

Why Rent from Knetbooks?

Because Knetbooks knows college students. Our rental program is designed to save you time and money. Whether you need a textbook for a semester, quarter or even a summer session, we have an option for you. Simply select a rental period, enter your information and your book will be on its way!

Top 5 reasons to order all your textbooks from Knetbooks:

  • We have the lowest prices on thousands of popular textbooks
  • Free shipping both ways on ALL orders
  • Most orders ship within 48 hours
  • Need your book longer than expected? Extending your rental is simple
  • Our customer support team is always here to help
SummaryTable of Contents
PLEASE PROVIDE COURSE INFORMATION This well-known text has been fully updated to conform with AISC's 1993 LRFD Specification. While written primarily for undergraduates, this book will also help practicing engineers originally trained to use the ASD procedure to change to the LRFD method. The author has revised many of the existing end-of-chapter problems and has added several more. A problem-solving software package, included with each book, is tied to chapter exercises and allows students to specify parameters for particular problems and have the computer assist them.
Chapter 1 Introduction to Structural Steel Design
1(37)
1-1 Advantages of Steel as a Structural Material
1(2)
1-2 Dis... MORE
3(1)
1-3 Early Uses of Iron and Steel
4(3)
1-4 Steel Sections
7(4)
1-5 Cold-Formed Light-Gage Steel Shapes
11(1)
1-6 Stress-Strain Relationships in Structural Steel
12(5)
1-7 Modern Structural Steels
17(6)
1-8 Uses of High-Strength Steels
23(1)
1-9 Measurement of Toughness
24(1)
1-10 Jumbo Sections
25(1)
1-11 Lamellar Tearing
26(1)
1-12 Furnishing of Structural Steel
27(3)
1-13 The Work of the Structural Designer
30(1)
1-14 Responsibilities of the Structural Designer
30(2)
1-15 Economical Design of Steel Members
32(2)
1-16 Failure of Structures
34(2)
1-17 Handling and Shipping Structural Steel
36(1)
1-18 Calculation Accuracy
36(1)
1-19 Impact of Computers on Structural Steel Design
36(1)
1-20 Computer-Aided Design in This Text
37(1)
Chapter 2 Specifications, Loads, and Methods of Design
38(25)
2-1 Specifications and Building Codes
38(2)
2-2 Loads
40(1)
2-3 Dead Loads
40(1)
2-4 Live Loads
41(9)
2-5 Selection of Design Loads
50(1)
2-6 Elastic and Plastic Design Methods Defined
51(1)
2-7 Load and Resistance Factor Design
51(2)
2-8 Load Factors
53(3)
2-9 Resistance Factors
56(1)
2-10 Discussion of Sizes of Load and Resistance Factors
57(1)
2-11 Reliability and the LRFD Specification
58(3)
2-12 Advantages of LRFD
61(1)
Problems
61(2)
Chapter 3 Analysis of Tension Members
63(38)
3-1 Introduction
63(4)
3-2 Design Strength of Tension Members
67(1)
3-3 Net Areas
68(3)
3-4 Effect of Staggered Holes
71(5)
3-5 Effective Net Areas
76(6)
3-6 Connecting Elements for Tension Members
82(1)
3-7 Block Shear
83(5)
3-8 Computer Examples
88(4)
Problems
92(9)
Chapter 4 Design of Tension Members
101(25)
4-1 Selection of Sections
101(6)
4-2 Built-up Tension Members
107(3)
4-3 Rods and Bars
110(5)
4-4 Pin-Connected Members
115(2)
4-5 Design for Fatigue Loads
117(3)
4-6 Computer Example
120(1)
Problems
121(5)
Chapter 5 Introduction to Axially Loaded Compression Members
126(32)
5-1 General
126(3)
5-2 Residual Stresses
129(1)
5-3 Sections Used for Columns
130(4)
5-4 Development of Column Formulas
134(2)
5-5 The Euler Formula
136(2)
5-6 End Restraint and Effective Lengths of Columns
138(3)
5-7 Stiffened and Unstiffened Elements
141(2)
5-8 Long, Short, and Intermediate Columns
143(3)
5-9 Column Formulas
146(1)
5-10 Maximum Slenderness Ratios
147(1)
5-11 Example Problems
148(4)
5-12 Computer Example
152(2)
Problems
154(4)
Chapter 6 Design of Axially Loaded Compression Members
158(29)
6-1 Introduction
158(3)
6-2 LRFD Design Tables
161(4)
6-3 Column Splices
165(3)
6-4 Built-up Columns
168(1)
6-5 Built-up Columns With Components in Contact With Each Other
169(2)
6-6 Connection Requirements for Built-up Columns Whose Components Are in Contact With Each Other
171(4)
6-7 Built-up Columns With Components Not in Contact With Each Other
175(5)
6-8 Introductory Remarks Concerning Flexural-Torsional Buckling of Compression Members
180(1)
6-9 Single-Angle Compression Members
181(1)
6-10 Computer Example
181(1)
Problems
182(5)
Chapter 7 Design of Axially Loaded Compression Members Continued
187(30)
7-1 Further Discussion of Effective Lengths
187(7)
7-2 Stiffness Reduction Factors
194(4)
7-3 Columns Leaning on Each Other for In-Plane Design
198(3)
7-4 Base Plates for Concentrically Loaded Columns
201(11)
7-5 Computer Example
212(1)
Problems
213(4)
Chapter 8 Introduction to Beams
217(25)
8-1 Types of Beams
217(1)
8-2 Sections Used as Beams
217(1)
8-3 Bending Stresses
218(2)
8-4 Plastic Hinges
220(1)
8-5 Elastic Design
221(1)
8-6 The Plastic Modulus
221(3)
8-7 Theory of Plastic Analysis
224(1)
8-8 The Collapse Mechanism
225(1)
8-9 The Virtual-Work Method
226(4)
8-10 Location of Plastic Hinge for Uniform Loadings
230(1)
8-11 Continuous Beams
231(2)
8-12 Building Frames
233(2)
Problems
235(7)
Chapter 9 Design of Beams for Moments
242(34)
9-1 Introduction
242(4)
9-2 Plastic Buckling--Full Plastic Moment, Zone 1
246(1)
9-3 Design of Beams, Zone 1
247(7)
9-4 Lateral Support of Beams
254(2)
9-5 Introduction to Inelastic Buckling, Zone 2
256(2)
9-6 Moment Capacities, Zone 2
258(3)
9-7 Elastic Buckling, Zone 3
261(2)
9-8 Design Charts
263(4)
9-9 Noncompact Sections
267(1)
9-10 Computer Example
268(1)
Problems
269(7)
Chapter 10 Design of Beams--Miscellaneous Topics
276(42)
10-1 Design of Continuous Beams
276(2)
10-2 Shear
278(5)
10-3 Deflections
283(6)
10-4 Webs and Flanges With Concentrated Loads
289(7)
10-5 Unsymmetrical Bending
296(2)
10-6 Design of Purlins
298(3)
10-7 The Shear Center
301(6)
10-8 Beam-Bearing Plates
307(3)
10-9 Computer Example
310(1)
Problems
311(7)
Chapter 11 Bending and Axial Force
318(35)
11-1 Occurrence
318(1)
11-2 Members Subject to Bending and Axial Tension
319(3)
11-3 Computer Examples for Members Subject to Bending and Axial Tension
322(2)
11-4 First-Order and Second-Order Moments for Members Subject to Axial Compression and Bending
324(1)
11-5 Magnification Factors
325(3)
11-6 Moment Modification or C(m) Factors
328(4)
11-7 Review of Beam-Columns in Braced Frames
332(4)
11-8 Review of Beam-Columns in Unbraced Frames
336(2)
11-9 Design of Beam-Columns--Braced or Unbraced
338(9)
11-10 Computer Examples for Members Subject to Bending and Axial Compression
347(2)
Problems
349(4)
Chapter 12 Bolted Connections
353(40)
12-1 Introduction
353(1)
12-2 Types of Bolts
353(1)
12-3 History of High-Strength Bolts
354(1)
12-4 Advantages of High-Strength Bolts
355(1)
12-5 Snug-Tight and Fully Tensioned Bolts
356(2)
12-6 Methods for Fully Tensioning High-Strength Bolts
358(3)
12-7 Slip-Resistant Connections and Bearing-Type Connections
361(1)
12-8 Mixed Joints
362(1)
12-9 Sizes of Bolt Holes
362(2)
12-10 Load Transfer and Types of Joints
364(2)
12-11 Failure of Bolted Joints
366(1)
12-12 Spacing and Edge Distances of Bolts
367(4)
12-13 Bearing-Type Connections--Loads Passing Through Center of Gravity of Connections
371(9)
12-14 Slip-Critical Connections--Loads Passing Through Center of Gravity of Connections
380(5)
12-15 Computer Example
385(1)
Problems
385(8)
Chapter 13 Eccentrically Loaded Bolted Connections and Historical Notes on Rivets
393(38)
13-1 Bolts Subjected to Eccentric Shear
393(13)
13-2 Bolts Subjected to Shear and Tension
406(3)
13-3 Tension Loads on Bolted Joints
409(3)
13-4 Prying Action
412(4)
13-5 Historical Notes on Rivets
416(1)
13-6 Types of Rivets
417(1)
13-7 Strength of Riveted Connections--Rivets in Shear
418(3)
13-8 Computer Example
421(1)
Problems
422(9)
Chapter 14 Welded Connections
431(61)
14-1 General
431(1)
14-2 Advantages of Welding
432(1)
14-3 American Welding Society
433(1)
14-4 Types of Welding
434(3)
14-5 Prequalified Welding
437(1)
14-6 Welding Inspection
438(2)
14-7 Classification of Welds
440(3)
14-8 Welding Symbols
443(2)
14-9 Groove Welds
445(2)
14-10 Fillet Welds
447(1)
14-11 Strength of Welds
448(1)
14-12 LRFD Requirements
449(5)
14-13 Design of Simple Fillet Welds
454(5)
14-14 Design of Fillet Welds for Truss Members
459(5)
14-15 Shear and Torsion
464(7)
14-16 Shear and Bending
471(1)
14-17 Design of Moment-Resisting Connections
472(3)
14-18 Full-Penetration and Partial-Penetration Groove Welds
475(2)
14-19 Computer Examples
477(3)
Problems
480(12)
Chapter 15 Building Connections
492(32)
15-1 Selection of Type of Fastener
492(1)
15-2 Types of Beam Connections
493(8)
15-3 Standard Bolted Beam Connections
501(3)
15-4 LRFD Manual Standard Connection Tables
504(1)
15-5 Designs of Standard Bolted Framed Connections
505(2)
15-6 Designs of Standard Welded Framed Connections
507(2)
15-7 Single-Plate or Shear Tab Framing Connections
509(3)
15-8 End-Plate Shear Connections
512(1)
15-9 Designs of Welded Seated Beam Connections
513(2)
15-10 Stiffened Seated Beam Connections
515(1)
15-11 Design of Moment-Resisting Connections
516(1)
15-12 Column Web Stiffeners
517(3)
15-13 Connection Design Aids--Handbooks and Computer Programs
520(1)
Problems
521(3)
Chapter 16 Composite Beams
524(34)
16-1 Composite Construction
524(2)
16-2 Advantages of Composite Construction
526(1)
16-3 Discussion of Shoring
527(1)
16-4 Effective Flange Widths
528(1)
16-5 Shear Transfer
529(3)
16-6 Partially Composite Beams
532(1)
16-7 Strength of Shear Connectors
532(2)
16-8 Number, Spacing, and Cover Requirements for Shear Connectors
534(1)
16-9 Moment Capacity of Composite Sections
535(5)
16-10 Deflections
540(2)
16-11 Design of Composite Sections
542(7)
16-12 Continuous Composite Sections
549(2)
16-13 Design of Concrete-Encased Sections
551(3)
Problems
554(4)
Chapter 17 Composite Columns
558(21)
17-1 Introduction
558(1)
17-2 Advantages of Composite Columns
559(2)
17-3 Disadvantages of Composite Columns
561(1)
17-4 Lateral Bracing
561(1)
17-5 Specifications for Composite Columns
562(2)
17-6 Axial Design Strengths of Composite Columns
564(2)
17-7 LRFD Tables
566(4)
17-8 Flexural Design Strengths of Composite Columns
570(1)
17-9 Axial Load and Bending Equation
571(1)
17-10 Design of Composite Columns Subject to Axial Load and Bending
572(3)
17-11 Load Transfer at Footings and Other Connections
575(1)
Problems
575(4)
Chapter 18 Built-up Beams, Built-up Wide-Flange Sections, and Plate Girders
579(33)
18-1 Cover-Plated Beams
579(3)
18-2 Built-up Wide-Flange Sections
582(3)
18-3 Introduction to Plate Girders
585(3)
18-4 Plate Girder Proportions
588(3)
18-5 Detailed Proportions of Webs
591(2)
18-6 Design of Plate Girders With Slender Webs, But With Full Lateral Bracing for Their Compact Compression Flanges
593(3)
18-7 Design of Plate Girders With Noncompact Flanges and Without Full Lateral Bracing for Compression Flanges
596(5)
18-8 Design of Stiffeners
601(4)
18-9 Flexure-Shear Interaction
605(5)
Problems
610(2)
Chapter 19 Design of Steel Buildings
612(41)
19-1 Introduction to Low-Rise Buildings
612(1)
19-2 Types of Steel Frames Used for Buildings
612(5)
19-3 Common Types of Floor Construction
617(1)
19-4 Concrete Slabs on Open-Web Steel Joists
617(2)
19-5 One-Way and Two-Way Reinforced-Concrete Slabs
619(2)
19-6 Composite Floors
621(1)
19-7 Concrete-Pan Floors
622(2)
19-8 Steel-Decking Floors
624(1)
19-9 Flat Slabs
625(1)
19-10 Precast Concrete Floors
626(2)
19-11 Types of Roof Construction
628(1)
19-12 Exterior Walls and Interior Partitions
629(1)
19-13 Fireproofing of Structural Steel
630(1)
19-14 Introduction to High-Rise Buildings
631(2)
19-15 Discussion of Lateral Forces
633(1)
19-16 Types of Lateral Bracing
634(5)
19-17 Analysis of Buildings With Diagonal Wind Bracing for Lateral Forces
639(2)
19-18 Moment-Resisting Joints
641(1)
19-19 Analysis of Buildings With Moment-Resisting Joints for Lateral Loads
642(6)
19-20 Analysis of Buildings for Gravity Loads
648(3)
19-21 Design of Members
651(2)
Appendix A Allowable Stress Design653(18)
Appendix B Derivation of the Euler Formula671(2)
Appendix C Slender Compression Elements673(3)
Appendix D Flexural-Torsional Buckling of Compression Members676(5)
Appendix E Moment-Resisting Column Base Plates681(8)
Appendix F Ponding689(5)
Glossary694(5)
Index699

Related Products


  • Structural Steel Design
    Structural Steel Design
  • Structural Steel Design
    Structural Steel Design
  • Structural Steel Design : LRFD Method
    Structural Steel Design : LRFD...


Please wait while this item is added to your cart...