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Purchase Benefits
Introduction | p. 1 |
Scope | p. 1 |
Principles of Structural Design | p. 1 |
Parts of the Steel Structure | p. 2 |
Types of Steel Structures | p. 8 |
Bearing Wall Construction | p. 9 |
Beam-and-Column Construction | p. 9 |
Long-Span Construction | p. 10 |
High-Rise Construction | p. 10 |
Single-Story Construction | p. 11 |
Design Philosophies | p. 11 |
Fundamentals of Allowable Strength Design (ASD) | p. 13 |
Fundamentals of Load and Resistance Factor Design (LRFD) | p. 14 |
Inelastic Design | p. 15 |
Structural Safety | p. 15 |
Limit States | p. 17 |
Building Codes and Design Specifications | p. 18 |
Problems | p. 19 |
Loads, Load Factors, and Load Combinations | p. 20 |
Introduction | p. 20 |
Building Load Sources | p. 21 |
Dead Load | p. 21 |
Live Load | p. 21 |
Snow Loads | p. 22 |
Wind Load | p. 23 |
Seismic Load | p. 23 |
Special Loads | p. 23 |
Building Load Determination | p. 25 |
Dead Load | p. 25 |
Live Load | p. 25 |
Snow Load | p. 27 |
Wind Load | p. 28 |
Seismic Loads | p. 29 |
Load Combinations for ASD and LRFD | p. 30 |
Load Calculations | p. 31 |
Calibration | p. 34 |
Problems | p. 35 |
Steel Building Materials | p. 36 |
Introduction | p. 36 |
Applicability of the AISC Specification | p. 37 |
Steel for Construction | p. 39 |
Structural Steel Shapes | p. 42 |
ASTM A6 Standard Shapes | p. 42 |
Hollow Shapes | p. 45 |
Plates and Bars | p. 46 |
Built-up Shapes | p. 47 |
Chemical Components of Structural Steel | p. 48 |
Grades of Structural Steel | p. 50 |
Steel for Shapes | p. 50 |
Steel for Plates and Bars | p. 53 |
Steel for Fasteners | p. 53 |
Steel for Welding | p. 56 |
Steel for Shear Studs | p. 56 |
Availability of Structural Steel | p. 56 |
Problems | p. 57 |
Tension Members | p. 58 |
Introduction | p. 58 |
Tension Members in Structures | p. 59 |
Cross-Sectional Shapes for Tension Members | p. 61 |
Behavior and Strength of Tension Members | p. 63 |
Yielding | p. 64 |
Rupture | p. 64 |
Computation of Areas | p. 65 |
Gross Area | p. 66 |
Net Area | p. 66 |
Influence of Hole Placement | p. 70 |
Effective Net Area | p. 74 |
Design of Tension Members | p. 78 |
Block Shear | p. 81 |
Pin-Connected Members | p. 89 |
Eye-Bars and Rods | p. 92 |
Built-up Tension Members | p. 93 |
Truss Members | p. 93 |
Bracing Members | p. 93 |
Problems | p. 94 |
Compression Members | p. 96 |
Compression Members in Structures | p. 96 |
Cross-Sectional Shapes for Compression Members | p. 98 |
Compression Member Strength | p. 99 |
Euler Column | p. 99 |
Other Boundary Conditions | p. 102 |
Combination of Bracing and End Conditions | p. 103 |
Real Column | p. 106 |
AISC Provisions | p. 108 |
Additional Limit States for Compression | p. 115 |
Length Effects | p. 115 |
Effective Length for Inelastic Columns | p. 121 |
Slender Elements in Compression | p. 124 |
Column Design Tables | p. 128 |
Torsional Buckling and Flexural-Torsional Buckling | p. 133 |
Single-Angle Compression Members | p. 134 |
Built-Up Members | p. 136 |
Problems | p. 137 |
Bending Members | p. 139 |
Bending Members in Structures | p. 139 |
Strength of Beams | p. 140 |
Design of Compact Laterally Supported Wide Flange Beams | p. 145 |
Design of Compact Laterally Unsupported Wide Flange Beams | p. 149 |
Lateral Torsional Buckling | p. 149 |
Moment Gradient | p. 153 |
Design of Noncompact Beams | p. 159 |
Local Buckling | p. 159 |
Flange Local Buckling | p. 160 |
Web Local Buckling | p. 162 |
Design of Beams for Weak Axis Bending | p. 164 |
Design of Beams for Shear | p. 164 |
Continuous Beams | p. 165 |
Plastic Analysis and Design of Continuous Beams | p. 167 |
Provisions for Double-Angle and Tee Members | p. 171 |
Yielding | p. 171 |
Lateral-Torsional Buckling | p. 171 |
Flange-Local Buckling | p. 171 |
Single-Angle Bending Members | p. 173 |
Yielding | p. 174 |
Leg Local Buckling | p. 174 |
Lateral-Torsional Buckling | p. 175 |
Members in Biaxial Bending | p. 175 |
Serviceability Criteria for Beams | p. 175 |
Deflection | p. 176 |
Vibration | p. 176 |
Drift | p. 177 |
Concentrated Forces on Beams | p. 179 |
Problems | p. 179 |
Plate Girders | p. 181 |
Background | p. 181 |
Homogeneous Plate Girders in Bending | p. 183 |
Noncompact Web Plate Girders | p. 184 |
Slender Web Plate Girders | p. 188 |
Homogeneous Plate Girders in Shear | p. 195 |
Nontension Field Action | p. 196 |
Tension Field Action | p. 197 |
Stiffeners for Plate Girders | p. 200 |
Intermediate Stiffeners | p. 200 |
Bearing Stiffeners | p. 202 |
Bearing Stiffener Design | p. 205 |
Problems | p. 208 |
Beam-Columns and Frame Behavior | p. 209 |
Introduction | p. 209 |
Second-Order Effects | p. 210 |
Interaction Principles | p. 212 |
Interaction Equations | p. 213 |
Braced Frames | p. 216 |
Moment Frames | p. 223 |
Specification Provisions for Stability Analysis and Design | p. 231 |
Initial Beam-Column Selection | p. 232 |
Beam-Column Design Using Manual Part 6 | p. 234 |
Combined Simple and Rigid Frames | p. 237 |
Partially Restrained (PR) Frames | p. 246 |
Bracing Design | p. 255 |
Column Bracing | p. 256 |
Beam Bracing | p. 256 |
Frame Bracing | p. 257 |
Problems | p. 259 |
Composite Construction | p. 264 |
Introduction | p. 264 |
Advantages and Disadvantages of Composite Beam Construction | p. 267 |
Shored versus Unshored Construction | p. 268 |
Effective Flange | p. 268 |
Strength of Composite Beams and Slab | p. 269 |
Fully Composite Beams | p. 270 |
Partially Composite Beams | p. 275 |
Composite Beam Design Tables | p. 278 |
Negative Moment Strength | p. 282 |
Shear Stud Strength | p. 283 |
Number and Placement of Shear Studs | p. 284 |
Composite Beams with Formed Metal Deck | p. 285 |
Deck Ribs Perpendicular to Steel Beam | p. 286 |
Deck Ribs Parallel to Steel Beam | p. 287 |
Fully Encased Steel Beams | p. 293 |
Selecting a Section | p. 293 |
Serviceability Considerations | p. 297 |
Deflection During Construction | p. 297 |
Vibration Under Service Loads | p. 298 |
Live Load Deflections | p. 298 |
Composite Columns | p. 301 |
Composite Beam-Columns | p. 304 |
Problems | p. 305 |
Connection Elements | p. 307 |
Introduction | p. 307 |
Basic Connections | p. 307 |
Beam-to-Column Connections | p. 309 |
Fully Restrained Connections | p. 310 |
Simple and Partially Restrained Connections | p. 311 |
Mechanical Fasteners | p. 312 |
Common Bolts | p. 312 |
High-Strength Bolts | p. 313 |
Bolt Holes | p. 314 |
Bolt Limit States | p. 315 |
Bolt Shear | p. 315 |
Bolt Bearing | p. 317 |
Bolt Tension | p. 318 |
Slip | p. 325 |
Combined Tension and Shear in Bearing-Type Connections | p. 325 |
Welds | p. 326 |
Welding Processes | p. 326 |
Types of Welds | p. 327 |
Weld Sizes | p. 328 |
Weld Limit States | p. 328 |
Fillet Weld Strength | p. 329 |
Groove Weld Strength | p. 334 |
Connecting Elements | p. 334 |
Connecting Elements in Tension | p. 334 |
Connecting Elements in Compression | p. 335 |
Connecting Elements in Shear | p. 335 |
Block Shear Strength | p. 335 |
Problems | p. 338 |
Simple Connections | p. 341 |
Types of Simple Connections | p. 341 |
Simple Shear Connections | p. 342 |
Double-Angle Connections: Bolted-Bolted | p. 344 |
Double-Angle Connections: Welded-Bolted | p. 354 |
Double-Angle Connections: Bolted-Welded | p. 358 |
Double-Angle Connections: Welded-Welded | p. 360 |
Single-Angle Connections | p. 360 |
Single-Plate Shear Connections | p. 368 |
Seated Connections | p. 373 |
Light Bracing Connections | p. 378 |
Beam-Bearing Plates and Column Base Plates | p. 390 |
Problems | p. 391 |
Moment Connections | p. 393 |
Types of Moment Connections | p. 393 |
Limit States | p. 395 |
Moment Connection Design | p. 396 |
Direct Welded Flange Connection | p. 397 |
Welded Flange Plate Connection | p. 401 |
Bolted Flange Plate Connection | p. 407 |
Column Stiffening | p. 414 |
Flange Local Bending | p. 415 |
Web Local Yielding | p. 415 |
Web Crippling | p. 416 |
Web Compression Buckling | p. 416 |
Web Panel Zone Shear | p. 416 |
Problems | p. 422 |
Steel Systems for Seismic Resistance | p. 424 |
Introduction | p. 424 |
Expected Behavior | p. 425 |
Moment-Frame Systems | p. 427 |
Special Moment Frames (SMF) | p. 428 |
Intermediate Moment Frames (IMF) and Ordinary Moment Frames (OMF) | p. 430 |
Braced-Frame Systems | p. 430 |
Special Concentrically Braced Frames (SCBF) | p. 431 |
Ordinary Concentrically Braced Frames (OCBF) | p. 433 |
Eccentrically Braced Frames (EBF) | p. 434 |
Other Framing Systems | p. 435 |
Special Truss Moment Frames (STMF) | p. 435 |
Buckling-Restrained Braced Frames (BRBF) | p. 436 |
Special Plate Shear Walls (SPSW) | p. 437 |
Composite Systems | p. 437 |
Other General Requirements | p. 438 |
Bolted and Welded Connections | p. 438 |
Protected Zones | p. 438 |
Local Buckling | p. 439 |
Column Requirements | p. 439 |
Column Bases | p. 439 |
Conclusions | p. 439 |
Problems | p. 439 |
Index | p. 441 |
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