| Preface |
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xiii | |
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Introduction to Structural Steel Design |
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1 | (30) |
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Advantages of Steel as a Structural Material |
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1 | (2) |
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Disadvantages of Steel as a Structural Material |
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3 | (1) |
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Early Uses of Iron and Steel |
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4 | (2) |
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6 | (4) |
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Cold-Formed Light-Gage Steel Shapes |
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10 | (1) |
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Stress-Strain Relationships in Structural Steel |
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11 | (4) |
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15 | (6) |
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Uses of High-Strength Steels |
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21 | (1) |
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22 | (1) |
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23 | (1) |
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24 | (1) |
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Furnishing of Structural Steel |
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25 | (1) |
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25 | (1) |
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Objectives of the Structural Designer |
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26 | (1) |
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Economical Design of Steel Members |
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27 | (3) |
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Handling and Shipping Structural Steel |
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30 | (1) |
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30 | (1) |
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Specifications, Loads, and Methods of Design |
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31 | (18) |
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Specifications and Building Codes |
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31 | (2) |
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33 | (1) |
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33 | (1) |
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34 | (8) |
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Selection of Design Loads |
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42 | (1) |
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Elastic and Plastic Design Methods Defined |
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43 | (1) |
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Load and Resistance Factor Design |
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44 | (1) |
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45 | (2) |
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47 | (2) |
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Analysis of Tension Members |
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49 | (28) |
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49 | (4) |
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Allowable Tensile Stresses and Loads |
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53 | (1) |
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54 | (3) |
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Effect of Staggered Holes |
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57 | (5) |
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62 | (4) |
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Connecting Elements for Tension Members |
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66 | (1) |
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67 | (10) |
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71 | (6) |
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Design of Tension Members |
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77 | (20) |
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77 | (6) |
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83 | (2) |
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85 | (5) |
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90 | (1) |
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91 | (6) |
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93 | (4) |
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Introduction to Axially Loaded Compression Members |
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97 | (31) |
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97 | (2) |
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99 | (2) |
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Sections Used for Columns |
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101 | (3) |
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Development of Column Formulas |
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104 | (1) |
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Derivation of the Euler Formula |
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105 | (3) |
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108 | (4) |
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Long, Short, and Intermediate Columns |
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112 | (1) |
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The ASD and AASHTO Formulas |
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113 | (3) |
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End Restraint and Effective Lengths of Columns |
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116 | (3) |
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Maximum Slenderness Ratios |
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119 | (1) |
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119 | (9) |
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123 | (5) |
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Design of Axially Loaded Compression Members |
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128 | (33) |
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128 | (2) |
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130 | (2) |
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132 | (3) |
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Columns with Different Unbraced Lengths |
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135 | (4) |
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139 | (3) |
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142 | (4) |
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Stiffened and Unstiffened Elements |
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146 | (4) |
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Base Plates for Axially Loaded Columns |
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150 | (11) |
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157 | (4) |
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Design of Axially Loaded Compression Members Continued |
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161 | (18) |
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Further Discussion of Effective Lengths |
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161 | (7) |
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Stiffness Reduction Factors |
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168 | (3) |
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Columns Leaning on Each Other for In-Plane Design |
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171 | (4) |
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Introductory Remarks Concerning Flexural-Torsional Buckling of Compression Members |
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175 | (4) |
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176 | (3) |
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179 | (36) |
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179 | (1) |
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180 | (1) |
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181 | (1) |
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Design with the Flexure Formula |
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182 | (3) |
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185 | (3) |
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188 | (4) |
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192 | (2) |
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194 | (7) |
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Design of Laterally Unbraced Beams with Cb = 1.0 |
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201 | (1) |
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Design of Laterally Unbraced Beams with Cb > 1.0 |
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202 | (2) |
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Design of Continuous Members |
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204 | (11) |
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208 | (7) |
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Design of Beams Continued |
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215 | (37) |
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215 | (5) |
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220 | (5) |
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Webs and Flanges with Concentrated Loads |
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225 | (5) |
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230 | (6) |
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236 | (3) |
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239 | (5) |
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244 | (8) |
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247 | (5) |
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252 | (32) |
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252 | (1) |
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253 | (2) |
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Specifications for Combined Stresses |
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255 | (2) |
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Design for Axial Compression and Bending |
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257 | (1) |
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Moment Amplification and Modification |
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258 | (2) |
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260 | (8) |
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268 | (7) |
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Pipe Columns and Structural Tubes |
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275 | (2) |
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Limitations of ASD Tables |
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277 | (1) |
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Combined Axial Tension and Bending |
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278 | (6) |
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278 | (6) |
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284 | (35) |
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284 | (1) |
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285 | (1) |
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History of High-Strength Bolts |
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285 | (1) |
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Advantages of High-Strength Bolts |
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286 | (1) |
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Snug-Tight and Fully Tensioned Bolts |
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287 | (2) |
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Methods for Fully Tensioning High-Strength Bolts |
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289 | (2) |
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Slip-Critical Connections and Bearing-Type Connections |
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291 | (1) |
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292 | (1) |
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Sizes of Holes for Bolts and Rivets |
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292 | (1) |
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Load Transfer and Types of Joints |
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293 | (3) |
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296 | (1) |
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Spacing and Edge Distances of Bolts |
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297 | (4) |
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Bearing-Type Connections---Loads Passing through Center of Gravity of Connections |
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301 | (8) |
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Slip-Critical Connections---Loads Passing through Center of Gravity of Connections |
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309 | (10) |
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313 | (6) |
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Bolted Connections Continued and Historical Notes on Rivets |
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319 | (37) |
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Bolts Subjected to Eccentric Shear |
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319 | (13) |
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Bolts Subjected to Shear and Tension |
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332 | (4) |
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Tension Loads on Bolted Joints |
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336 | (2) |
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338 | (5) |
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Historical Notes on Rivets |
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343 | (2) |
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345 | (1) |
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Allowable Strength of Riveted Connections---Rivets in Shear |
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346 | (10) |
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348 | (8) |
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356 | (49) |
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356 | (1) |
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357 | (1) |
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358 | (3) |
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361 | (2) |
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363 | (4) |
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367 | (2) |
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369 | (2) |
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371 | (1) |
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Allowable Strength of Welds |
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372 | (1) |
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373 | (2) |
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Design of Simple Fillet Welds |
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375 | (5) |
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Design of Fillet Welds for Truss Members |
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380 | (5) |
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385 | (7) |
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392 | (1) |
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Design of Moment-Resisting Connections |
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393 | (12) |
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397 | (8) |
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405 | (30) |
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Selection of Fastener Type |
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405 | (1) |
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Types of Beam Connections |
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406 | (6) |
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Standard Bolted Beam Connections |
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412 | (2) |
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ASD Manual Standard Connection Tables |
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414 | (1) |
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Designs of Standard Bolted Framed Connections |
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414 | (5) |
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Designs of Standard Welded Framed Connections |
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419 | (2) |
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Single-Plate Shear Connections |
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421 | (3) |
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End-Plate Shear Connections |
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424 | (1) |
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Designs of Welded Seated Beam Connections |
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425 | (1) |
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Stiffened Seated Beam Connections |
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426 | (1) |
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426 | (6) |
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Connection Design Aids-Handbooks and Computer Programs |
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432 | (3) |
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432 | (3) |
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Design of Steel Buildings |
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435 | (42) |
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Introduction to Low-Rise Buildings |
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435 | (1) |
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Types of Steel Frames Used for Buildings |
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436 | (4) |
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Common Types of Floor Construction |
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440 | (1) |
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Concrete Slabs on Open-Web Steel Joists |
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441 | (1) |
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One-Way and Two-Way Reinforced-Concrete Slabs |
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442 | (2) |
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444 | (1) |
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445 | (2) |
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447 | (1) |
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448 | (1) |
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449 | (2) |
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Types of Roof Construction |
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451 | (1) |
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Exterior Walls and Interior Partitions |
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452 | (1) |
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Fireproofing of Structural Steel |
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453 | (1) |
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Introduction to High-Rise Buildings |
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454 | (2) |
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Discussion of Lateral Forces |
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456 | (1) |
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457 | (6) |
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Analysis of Buildings with Diagonal Wind Bracing for Lateral Forces |
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463 | (2) |
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465 | (2) |
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Analysis of Buildings with Moment-Resisting Joints for Lateral Loads |
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467 | (5) |
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Analysis of Buildings for Gravity Loads |
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472 | (3) |
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475 | (2) |
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477 | (34) |
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477 | (2) |
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Advantages of Composite Construction |
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479 | (1) |
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480 | (1) |
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481 | (1) |
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Stress Calculations for Nonencased Composite Sections |
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482 | (4) |
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Composite Section Properties from ASD Manual |
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486 | (2) |
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488 | (5) |
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493 | (1) |
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494 | (1) |
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Proportioning Composite Sections |
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495 | (4) |
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Partially Composite Beams |
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499 | (2) |
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Composite Beams with Formed Steel Deck |
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501 | (4) |
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505 | (6) |
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508 | (3) |
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Cover-Plated Beams, Built-Up Wide-Flange Sections, and Plate Girders |
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511 | (32) |
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511 | (1) |
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512 | (3) |
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Built-up Wide-Flange Sections |
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515 | (2) |
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Introduction to Plate Girders |
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517 | (3) |
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Major Items to Be Considered in Plate Girder Design |
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520 | (1) |
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Proportions of Plate Girders |
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521 | (6) |
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527 | (4) |
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Flexure-Shear Interaction |
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531 | (1) |
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Example Plate Girder Design |
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532 | (9) |
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541 | (2) |
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542 | (1) |
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543 | (19) |
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543 | (2) |
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Theory of Plastic Analysis |
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545 | (1) |
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546 | (1) |
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547 | (2) |
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Factors of Safety and Load Factors |
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549 | (1) |
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550 | (2) |
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552 | (3) |
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Location of Plastic Hinge for Uniform Loadings |
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555 | (7) |
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556 | (6) |
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Plastic Analysis and Design |
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562 | (27) |
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Introduction to Plastic Design |
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562 | (5) |
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ASD Requirements for Plastic Design |
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567 | (4) |
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571 | (5) |
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Plastic Analysis of Frames |
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576 | (13) |
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582 | (7) |
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589 | (20) |
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589 | (1) |
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Load and Resistance Factor Design |
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589 | (2) |
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591 | (2) |
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593 | (1) |
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Reliability and the LRFD Specification |
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594 | (2) |
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596 | (1) |
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Design Strength of Tension Members |
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597 | (2) |
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Design of Tension Members |
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599 | (3) |
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602 | (7) |
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605 | (4) |
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Compression Members---LRFD |
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609 | (19) |
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Long, Short, and Intermediate Columns |
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609 | (1) |
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610 | (2) |
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Maximum Slenderness Ratios |
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612 | (1) |
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612 | (3) |
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Design of Axially Loaded Columns |
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615 | (1) |
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616 | (2) |
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Built-up Members with Components in Contact with Each Other |
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618 | (2) |
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Connection Requirements for Built-up Columns Whose Components are in Contact with Each Other |
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620 | (3) |
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Flexural-Torsional Buckling of Compression Members |
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623 | (5) |
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625 | (3) |
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628 | (37) |
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628 | (3) |
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631 | (1) |
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632 | (3) |
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Introduction to Inelastic Buckling, Zone 2 |
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635 | (2) |
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Moment Capacities, Zone 2 |
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637 | (2) |
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639 | (4) |
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643 | (1) |
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Design of Continuous Beams |
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643 | (3) |
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646 | (2) |
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648 | (2) |
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Webs and Flanges with Concentrated Loads |
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650 | (5) |
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655 | (10) |
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656 | (9) |
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665 | (56) |
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665 | (1) |
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High-Strength Bolts in Bearing-Type Connections---Loads Passing through Center of Gravity of Connections |
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665 | (5) |
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High-Strength Bolts in Slip-Critical Connections---Loads Passing through Center of Gravity of Connections |
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670 | (3) |
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Bolts Subjected to Eccentric Shear |
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673 | (2) |
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Bolts Subjected to Shear and Tension |
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675 | (3) |
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Allowable Strength of Riveted Connections---Rivets in Shear |
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678 | (2) |
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LRFD Requirements for Welds |
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680 | (4) |
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Design of Simple Fillet Welds |
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684 | (2) |
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Design of Fillet Welds for Truss Members |
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686 | (1) |
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687 | (12) |
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689 | (10) |
| APPENDIX |
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A-1 Slender Compression Elements |
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699 | (2) |
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A-2 Flexural-Torsional Buckling of Compression Members---ASD Specification |
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701 | (6) |
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A-3 Flexural-Torsional Buckling of Compression Member---LRFD Specification |
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707 | (1) |
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708 | (4) |
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A-5 Moment-Resisting Column Bases |
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712 | (9) |
| Index |
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721 | |
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