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9780471475583

Unified Design of Steel Structures, 1st Edition

by
  • ISBN13:

    9780471475583

  • ISBN10:

    0471475580

  • Edition: 1
  • Format: Hardcover
  • Copyright: 2007-08-01
  • Publisher: WILEY

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Summary

Study the design of steel building structures per the 2005 unified specification, ANSI/AISC 360-05 Specification for Structural Steel Buildings with this key resource. Author Louis F. Geschwindner first builds the foundation for steel design and then explores the various member types in more detail. He provides guidance for those new to the field as well as an excellent review for practicing engineers looking to learn the provisions of the unified specification and to convert their practice from the old specifications to the new one.

Author Biography

Louis F. Geschwindner, PhD, PE, is Vice President of Engineering and Research at the American Institute of Steel Construction and Professor Emeritus of Architectural Engineering at Pennsylvania State University.

Table of Contents

Introductionp. 1
Scopep. 1
Principles of Structural Designp. 1
Parts of the Steel Structurep. 2
Types of Steel Structuresp. 8
Bearing Wall Constructionp. 9
Beam-and-Column Constructionp. 9
Long-Span Constructionp. 10
High-Rise Constructionp. 10
Single-Story Constructionp. 11
Design Philosophiesp. 11
Fundamentals of Allowable Strength Design (ASD)p. 13
Fundamentals of Load and Resistance Factor Design (LRFD)p. 14
Inelastic Designp. 15
Structural Safetyp. 15
Limit Statesp. 17
Building Codes and Design Specificationsp. 18
Problemsp. 19
Loads, Load Factors, and Load Combinationsp. 20
Introductionp. 20
Building Load Sourcesp. 21
Dead Loadp. 21
Live Loadp. 21
Snow Loadsp. 22
Wind Loadp. 23
Seismic Loadp. 23
Special Loadsp. 23
Building Load Determinationp. 25
Dead Loadp. 25
Live Loadp. 25
Snow Loadp. 27
Wind Loadp. 28
Seismic Loadsp. 29
Load Combinations for ASD and LRFDp. 30
Load Calculationsp. 31
Calibrationp. 34
Problemsp. 35
Steel Building Materialsp. 36
Introductionp. 36
Applicability of the AISC Specificationp. 37
Steel for Constructionp. 39
Structural Steel Shapesp. 42
ASTM A6 Standard Shapesp. 42
Hollow Shapesp. 45
Plates and Barsp. 46
Built-up Shapesp. 47
Chemical Components of Structural Steelp. 48
Grades of Structural Steelp. 50
Steel for Shapesp. 50
Steel for Plates and Barsp. 53
Steel for Fastenersp. 53
Steel for Weldingp. 56
Steel for Shear Studsp. 56
Availability of Structural Steelp. 56
Problemsp. 57
Tension Membersp. 58
Introductionp. 58
Tension Members in Structuresp. 59
Cross-Sectional Shapes for Tension Membersp. 61
Behavior and Strength of Tension Membersp. 63
Yieldingp. 64
Rupturep. 64
Computation of Areasp. 65
Gross Areap. 66
Net Areap. 66
Influence of Hole Placementp. 70
Effective Net Areap. 74
Design of Tension Membersp. 78
Block Shearp. 81
Pin-Connected Membersp. 89
Eye-Bars and Rodsp. 92
Built-up Tension Membersp. 93
Truss Membersp. 93
Bracing Membersp. 93
Problemsp. 94
Compression Membersp. 96
Compression Members in Structuresp. 96
Cross-Sectional Shapes for Compression Membersp. 98
Compression Member Strengthp. 99
Euler Columnp. 99
Other Boundary Conditionsp. 102
Combination of Bracing and End Conditionsp. 103
Real Columnp. 106
AISC Provisionsp. 108
Additional Limit States for Compressionp. 115
Length Effectsp. 115
Effective Length for Inelastic Columnsp. 121
Slender Elements in Compressionp. 124
Column Design Tablesp. 128
Torsional Buckling and Flexural-Torsional Bucklingp. 133
Single-Angle Compression Membersp. 134
Built-Up Membersp. 136
Problemsp. 137
Bending Membersp. 139
Bending Members in Structuresp. 139
Strength of Beamsp. 140
Design of Compact Laterally Supported Wide Flange Beamsp. 145
Design of Compact Laterally Unsupported Wide Flange Beamsp. 149
Lateral Torsional Bucklingp. 149
Moment Gradientp. 153
Design of Noncompact Beamsp. 159
Local Bucklingp. 159
Flange Local Bucklingp. 160
Web Local Bucklingp. 162
Design of Beams for Weak Axis Bendingp. 164
Design of Beams for Shearp. 164
Continuous Beamsp. 165
Plastic Analysis and Design of Continuous Beamsp. 167
Provisions for Double-Angle and Tee Membersp. 171
Yieldingp. 171
Lateral-Torsional Bucklingp. 171
Flange-Local Bucklingp. 171
Single-Angle Bending Membersp. 173
Yieldingp. 174
Leg Local Bucklingp. 174
Lateral-Torsional Bucklingp. 175
Members in Biaxial Bendingp. 175
Serviceability Criteria for Beamsp. 175
Deflectionp. 176
Vibrationp. 176
Driftp. 177
Concentrated Forces on Beamsp. 179
Problemsp. 179
Plate Girdersp. 181
Backgroundp. 181
Homogeneous Plate Girders in Bendingp. 183
Noncompact Web Plate Girdersp. 184
Slender Web Plate Girdersp. 188
Homogeneous Plate Girders in Shearp. 195
Nontension Field Actionp. 196
Tension Field Actionp. 197
Stiffeners for Plate Girdersp. 200
Intermediate Stiffenersp. 200
Bearing Stiffenersp. 202
Bearing Stiffener Designp. 205
Problemsp. 208
Beam-Columns and Frame Behaviorp. 209
Introductionp. 209
Second-Order Effectsp. 210
Interaction Principlesp. 212
Interaction Equationsp. 213
Braced Framesp. 216
Moment Framesp. 223
Specification Provisions for Stability Analysis and Designp. 231
Initial Beam-Column Selectionp. 232
Beam-Column Design Using Manual Part 6p. 234
Combined Simple and Rigid Framesp. 237
Partially Restrained (PR) Framesp. 246
Bracing Designp. 255
Column Bracingp. 256
Beam Bracingp. 256
Frame Bracingp. 257
Problemsp. 259
Composite Constructionp. 264
Introductionp. 264
Advantages and Disadvantages of Composite Beam Constructionp. 267
Shored versus Unshored Constructionp. 268
Effective Flangep. 268
Strength of Composite Beams and Slabp. 269
Fully Composite Beamsp. 270
Partially Composite Beamsp. 275
Composite Beam Design Tablesp. 278
Negative Moment Strengthp. 282
Shear Stud Strengthp. 283
Number and Placement of Shear Studsp. 284
Composite Beams with Formed Metal Deckp. 285
Deck Ribs Perpendicular to Steel Beamp. 286
Deck Ribs Parallel to Steel Beamp. 287
Fully Encased Steel Beamsp. 293
Selecting a Sectionp. 293
Serviceability Considerationsp. 297
Deflection During Constructionp. 297
Vibration Under Service Loadsp. 298
Live Load Deflectionsp. 298
Composite Columnsp. 301
Composite Beam-Columnsp. 304
Problemsp. 305
Connection Elementsp. 307
Introductionp. 307
Basic Connectionsp. 307
Beam-to-Column Connectionsp. 309
Fully Restrained Connectionsp. 310
Simple and Partially Restrained Connectionsp. 311
Mechanical Fastenersp. 312
Common Boltsp. 312
High-Strength Boltsp. 313
Bolt Holesp. 314
Bolt Limit Statesp. 315
Bolt Shearp. 315
Bolt Bearingp. 317
Bolt Tensionp. 318
Slipp. 325
Combined Tension and Shear in Bearing-Type Connectionsp. 325
Weldsp. 326
Welding Processesp. 326
Types of Weldsp. 327
Weld Sizesp. 328
Weld Limit Statesp. 328
Fillet Weld Strengthp. 329
Groove Weld Strengthp. 334
Connecting Elementsp. 334
Connecting Elements in Tensionp. 334
Connecting Elements in Compressionp. 335
Connecting Elements in Shearp. 335
Block Shear Strengthp. 335
Problemsp. 338
Simple Connectionsp. 341
Types of Simple Connectionsp. 341
Simple Shear Connectionsp. 342
Double-Angle Connections: Bolted-Boltedp. 344
Double-Angle Connections: Welded-Boltedp. 354
Double-Angle Connections: Bolted-Weldedp. 358
Double-Angle Connections: Welded-Weldedp. 360
Single-Angle Connectionsp. 360
Single-Plate Shear Connectionsp. 368
Seated Connectionsp. 373
Light Bracing Connectionsp. 378
Beam-Bearing Plates and Column Base Platesp. 390
Problemsp. 391
Moment Connectionsp. 393
Types of Moment Connectionsp. 393
Limit Statesp. 395
Moment Connection Designp. 396
Direct Welded Flange Connectionp. 397
Welded Flange Plate Connectionp. 401
Bolted Flange Plate Connectionp. 407
Column Stiffeningp. 414
Flange Local Bendingp. 415
Web Local Yieldingp. 415
Web Cripplingp. 416
Web Compression Bucklingp. 416
Web Panel Zone Shearp. 416
Problemsp. 422
Steel Systems for Seismic Resistancep. 424
Introductionp. 424
Expected Behaviorp. 425
Moment-Frame Systemsp. 427
Special Moment Frames (SMF)p. 428
Intermediate Moment Frames (IMF) and Ordinary Moment Frames (OMF)p. 430
Braced-Frame Systemsp. 430
Special Concentrically Braced Frames (SCBF)p. 431
Ordinary Concentrically Braced Frames (OCBF)p. 433
Eccentrically Braced Frames (EBF)p. 434
Other Framing Systemsp. 435
Special Truss Moment Frames (STMF)p. 435
Buckling-Restrained Braced Frames (BRBF)p. 436
Special Plate Shear Walls (SPSW)p. 437
Composite Systemsp. 437
Other General Requirementsp. 438
Bolted and Welded Connectionsp. 438
Protected Zonesp. 438
Local Bucklingp. 439
Column Requirementsp. 439
Column Basesp. 439
Conclusionsp. 439
Problemsp. 439
Indexp. 441
Table of Contents provided by Ingram. All Rights Reserved.

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