{"product_id":"structural-steel-design-to-eurocode-3-and-aisc-specifications-9781118631287","title":"Structural Steel Design to Eurocode 3 and AISC","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003eStructural Steel Design to Eurocode 3 and AISC Specifications deals with the theory and practical applications of structural steel design in Europe and the USA.\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003e\u003cp\u003ePreface x\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 The Steel Material 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 General Points about the Steel Material 1\u003c\/p\u003e \u003cp\u003e1.1.1 Materials in Accordance with European Provisions 4\u003c\/p\u003e \u003cp\u003e1.1.2 Materials in Accordance with United States Provisions 7\u003c\/p\u003e \u003cp\u003e1.2 Production Processes 10\u003c\/p\u003e \u003cp\u003e1.3 Thermal Treatments 13\u003c\/p\u003e \u003cp\u003e1.4 Brief Historical Note 14\u003c\/p\u003e \u003cp\u003e1.5 The Products 15\u003c\/p\u003e \u003cp\u003e1.6 Imperfections 18\u003c\/p\u003e \u003cp\u003e1.6.1 Mechanical Imperfections 19\u003c\/p\u003e \u003cp\u003e1.6.2 Geometric Imperfections 22\u003c\/p\u003e \u003cp\u003e1.7 Mechanical Tests for the Characterization of the Material 24\u003c\/p\u003e \u003cp\u003e1.7.1 Tensile Testing 25\u003c\/p\u003e \u003cp\u003e1.7.2 Stub Column Test 27\u003c\/p\u003e \u003cp\u003e1.7.3 Toughness Test 29\u003c\/p\u003e \u003cp\u003e1.7.4 Bending Test 32\u003c\/p\u003e \u003cp\u003e1.7.5 Hardness Test 32\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 References for the Design of Steel Structures 34\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Introduction 34\u003c\/p\u003e \u003cp\u003e2.1.1 European Provisions for Steel Design 35\u003c\/p\u003e \u003cp\u003e2.1.2 United States Provisions for Steel Design 37\u003c\/p\u003e \u003cp\u003e2.2 Brief Introduction to Random Variables 37\u003c\/p\u003e \u003cp\u003e2.3 Measure of the Structural Reliability and Design Approaches 39\u003c\/p\u003e \u003cp\u003e2.4 Design Approaches in Accordance with Current Standard Provisions 44\u003c\/p\u003e \u003cp\u003e2.4.1 European Approach for Steel Design 44\u003c\/p\u003e \u003cp\u003e2.4.2 United States Approach for Steel Design 47\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Framed Systems and Methods of Analysis 49\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Introduction 49\u003c\/p\u003e \u003cp\u003e3.2 Classification Based on Structural Typology 51\u003c\/p\u003e \u003cp\u003e3.3 Classification Based on Lateral Deformability 52\u003c\/p\u003e \u003cp\u003e3.3.1 European Procedure 53\u003c\/p\u003e \u003cp\u003e3.3.2 AISC Procedure 56\u003c\/p\u003e \u003cp\u003e3.4 Classification Based on Beam-to-Column Joint Performance 56\u003c\/p\u003e \u003cp\u003e3.4.1 Classification According to the European Approach 57\u003c\/p\u003e \u003cp\u003e3.4.2 Classification According to the United States Approach 60\u003c\/p\u003e \u003cp\u003e3.4.3 Joint Modelling 61\u003c\/p\u003e \u003cp\u003e3.5 Geometric Imperfections 63\u003c\/p\u003e \u003cp\u003e3.5.1 The European Approach 63\u003c\/p\u003e \u003cp\u003e3.5.2 The United States Approach 67\u003c\/p\u003e \u003cp\u003e3.6 The Methods of Analysis 68\u003c\/p\u003e \u003cp\u003e3.6.1 Plasticity and Instability 69\u003c\/p\u003e \u003cp\u003e3.6.2 Elastic Analysis with Bending Moment Redistribution 76\u003c\/p\u003e \u003cp\u003e3.6.3 Methods of Analysis Considering Mechanical Non-Linearity 78\u003c\/p\u003e \u003cp\u003e3.6.4 Simplified Analysis Approaches 80\u003c\/p\u003e \u003cp\u003e3.7 Simple Frames 84\u003c\/p\u003e \u003cp\u003e3.7.1 Bracing System Imperfections in Accordance with EU Provisions 88\u003c\/p\u003e \u003cp\u003e3.7.2 System Imperfections in Accordance with AISC Provisions 89\u003c\/p\u003e \u003cp\u003e3.7.3 Examples of Braced Frames 92\u003c\/p\u003e \u003cp\u003e3.8 Worked Examples 96\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Cross-Section Classification 107\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction 107\u003c\/p\u003e \u003cp\u003e4.2 Classification in Accordance with European Standards 108\u003c\/p\u003e \u003cp\u003e4.2.1 Classification for Compression or Bending Moment 110\u003c\/p\u003e \u003cp\u003e4.2.2 Classification for Compression and Bending Moment 110\u003c\/p\u003e \u003cp\u003e4.2.3 Effective Geometrical Properties for Class 4 Sections 115\u003c\/p\u003e \u003cp\u003e4.3 Classification in Accordance with US Standards 118\u003c\/p\u003e \u003cp\u003e4.4 Worked Examples 121\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 Tension Members 134\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 134\u003c\/p\u003e \u003cp\u003e5.2 Design According to the European Approach 134\u003c\/p\u003e \u003cp\u003e5.3 Design According to the US Approach 137\u003c\/p\u003e \u003cp\u003e5.4 Worked Examples 140\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Members in Compression 147\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 147\u003c\/p\u003e \u003cp\u003e6.2 Strength Design 147\u003c\/p\u003e \u003cp\u003e6.2.1 Design According to the European Approach 147\u003c\/p\u003e \u003cp\u003e6.2.2 Design According to the US Approach 148\u003c\/p\u003e \u003cp\u003e6.3 Stability Design 148\u003c\/p\u003e \u003cp\u003e6.3.1 Effect of Shear on the Critical Load 155\u003c\/p\u003e \u003cp\u003e6.3.2 Design According to the European Approach 158\u003c\/p\u003e \u003cp\u003e6.3.3 Design According to the US Approach 162\u003c\/p\u003e \u003cp\u003e6.4 Effective Length of Members in Frames 166\u003c\/p\u003e \u003cp\u003e6.4.1 Design According to the EU Approach 166\u003c\/p\u003e \u003cp\u003e6.4.2 Design According to the US Approach 169\u003c\/p\u003e \u003cp\u003e6.5 Worked Examples 172\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Beams 176\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 176\u003c\/p\u003e \u003cp\u003e7.1.1 Beam Deformability 176\u003c\/p\u003e \u003cp\u003e7.1.2 Dynamic Effects 178\u003c\/p\u003e \u003cp\u003e7.1.3 Resistance 179\u003c\/p\u003e \u003cp\u003e7.1.4 Stability 179\u003c\/p\u003e \u003cp\u003e7.2 European Design Approach 184\u003c\/p\u003e \u003cp\u003e7.2.1 Serviceability Limit States 184\u003c\/p\u003e \u003cp\u003e7.2.2 Resistance Verifications 186\u003c\/p\u003e \u003cp\u003e7.2.3 Buckling Resistance of Uniform Members in Bending 190\u003c\/p\u003e \u003cp\u003e7.3 Design According to the US Approach 199\u003c\/p\u003e \u003cp\u003e7.3.1 Serviceability Limit States 199\u003c\/p\u003e \u003cp\u003e7.3.2 Shear Strength Verification 200\u003c\/p\u003e \u003cp\u003e7.3.3 Flexural Strength Verification 204\u003c\/p\u003e \u003cp\u003e7.4 Design Rules for Beams 228\u003c\/p\u003e \u003cp\u003e7.5 Worked Examples 233\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 Torsion 243\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 243\u003c\/p\u003e \u003cp\u003e8.2 Basic Concepts of Torsion 245\u003c\/p\u003e \u003cp\u003e8.2.1 I- and H-Shaped Profiles with Two Axes of Symmetry 250\u003c\/p\u003e \u003cp\u003e8.2.2 Mono-symmetrical Channel Cross-Sections 252\u003c\/p\u003e \u003cp\u003e8.2.3 Warping Constant for Most Common Cross-Sections 255\u003c\/p\u003e \u003cp\u003e8.3 Member Response to Mixed Torsion 258\u003c\/p\u003e \u003cp\u003e8.4 Design in Accordance with the European Procedure 263\u003c\/p\u003e \u003cp\u003e8.5 Design in Accordance with the AISC Procedure 265\u003c\/p\u003e \u003cp\u003e8.5.1 Round and Rectangular HSS 266\u003c\/p\u003e \u003cp\u003e8.5.2 Non-HSS Members (Open Sections Such as W, T, Channels, etc.) 267\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 Members Subjected to Flexure and Axial Force 268\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 268\u003c\/p\u003e \u003cp\u003e9.2 Design According to the European Approach 271\u003c\/p\u003e \u003cp\u003e9.2.1 The Resistance Checks 271\u003c\/p\u003e \u003cp\u003e9.2.2 The Stability Checks 274\u003c\/p\u003e \u003cp\u003e9.2.3 The General Method 280\u003c\/p\u003e \u003cp\u003e9.3 Design According to the US Approach 281\u003c\/p\u003e \u003cp\u003e9.4 Worked Examples 284\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Design for Combination of Compression, Flexure, Shear and Torsion 303\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 303\u003c\/p\u003e \u003cp\u003e10.2 Design in Accordance with the European Approach 308\u003c\/p\u003e \u003cp\u003e10.3 Design in Accordance with the US Approach 309\u003c\/p\u003e \u003cp\u003e10.3.1 Round and Rectangular HSS 310\u003c\/p\u003e \u003cp\u003e10.3.2 Non-HSS Members (Open Sections Such as W, T, Channels, etc.) 310\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 Web Resistance to Transverse Forces 311\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 311\u003c\/p\u003e \u003cp\u003e11.2 Design Procedure in Accordance with European Standards 312\u003c\/p\u003e \u003cp\u003e11.3 Design Procedure in Accordance with US Standards 316\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 Design Approaches for Frame Analysis 319\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 319\u003c\/p\u003e \u003cp\u003e12.2 The European Approach 319\u003c\/p\u003e \u003cp\u003e12.2.1 The EC3-1 Approach 320\u003c\/p\u003e \u003cp\u003e12.2.2 The EC3-2a Approach 321\u003c\/p\u003e \u003cp\u003e12.2.3 The EC3-2b Approach 321\u003c\/p\u003e \u003cp\u003e12.2.4 The EC3-3 Approach 322\u003c\/p\u003e \u003cp\u003e12.3 AISC Approach 323\u003c\/p\u003e \u003cp\u003e12.3.1 The Direct Analysis Method (DAM) 323\u003c\/p\u003e \u003cp\u003e12.3.2 The Effective Length Method (ELM) 327\u003c\/p\u003e \u003cp\u003e12.3.3 The First Order Analysis Method (FOM) 329\u003c\/p\u003e \u003cp\u003e12.3.4 Method for Approximate Second Order Analysis 330\u003c\/p\u003e \u003cp\u003e12.4 Comparison between the EC3 and AISC Analysis Approaches 332\u003c\/p\u003e \u003cp\u003e12.5 Worked Example 334\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 The Mechanical Fasteners 345\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 345\u003c\/p\u003e \u003cp\u003e13.2 Resistance of the Bolted Connections 345\u003c\/p\u003e \u003cp\u003e13.2.1 Connections in Shear 347\u003c\/p\u003e \u003cp\u003e13.2.2 Connections in Tension 354\u003c\/p\u003e \u003cp\u003e13.2.3 Connection in Shear and Tension 358\u003c\/p\u003e \u003cp\u003e13.3 Design in Accordance with European Practice 358\u003c\/p\u003e \u003cp\u003e13.3.1 European Practice for Fastener Assemblages 358\u003c\/p\u003e \u003cp\u003e13.3.2 EU Structural Verifications 363\u003c\/p\u003e \u003cp\u003e13.4 Bolted Connection Design in Accordance with the US Approach 369\u003c\/p\u003e \u003cp\u003e13.4.1 US Practice for Fastener Assemblage 369\u003c\/p\u003e \u003cp\u003e13.4.2 US Structural Verifications 376\u003c\/p\u003e \u003cp\u003e13.5 Connections with Rivets 382\u003c\/p\u003e \u003cp\u003e13.5.1 Design in Accordance with EU Practice 383\u003c\/p\u003e \u003cp\u003e13.5.2 Design in Accordance with US Practice 383\u003c\/p\u003e \u003cp\u003e13.6 Worked Examples 384\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 Welded Connections 395\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Generalities on Welded Connections 395\u003c\/p\u003e \u003cp\u003e14.1.1 European Specifications 397\u003c\/p\u003e \u003cp\u003e14.1.2 US Specifications 399\u003c\/p\u003e \u003cp\u003e14.1.3 Classification of Welded Joints 400\u003c\/p\u003e \u003cp\u003e14.2 Defects and Potential Problems in Welds 401\u003c\/p\u003e \u003cp\u003e14.3 Stresses in Welded Joints 403\u003c\/p\u003e \u003cp\u003e14.3.1 Tension 404\u003c\/p\u003e \u003cp\u003e14.3.2 Shear and Flexure 406\u003c\/p\u003e \u003cp\u003e14.3.3 Shear and Torsion 408\u003c\/p\u003e \u003cp\u003e14.4 Design of Welded Joints 411\u003c\/p\u003e \u003cp\u003e14.4.1 Design According to the European Approach 411\u003c\/p\u003e \u003cp\u003e14.4.2 Design According to the US Practice 414\u003c\/p\u003e \u003cp\u003e14.5 Joints with Mixed Typologies 420\u003c\/p\u003e \u003cp\u003e14.6 Worked Examples 420\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 Connections 424\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction 424\u003c\/p\u003e \u003cp\u003e15.2 Articulated Connections 425\u003c\/p\u003e \u003cp\u003e15.2.1 Pinned Connections 426\u003c\/p\u003e \u003cp\u003e15.2.2 Articulated Bearing Connections 427\u003c\/p\u003e \u003cp\u003e15.3 Splices 429\u003c\/p\u003e \u003cp\u003e15.3.1 Beam Splices 430\u003c\/p\u003e \u003cp\u003e15.3.2 Column Splices 431\u003c\/p\u003e \u003cp\u003e15.4 End Joints 434\u003c\/p\u003e \u003cp\u003e15.4.1 Beam-to-Column Connections 434\u003c\/p\u003e \u003cp\u003e15.4.2 Beam-to-Beam Connections 434\u003c\/p\u003e \u003cp\u003e15.4.3 Bracing Connections 437\u003c\/p\u003e \u003cp\u003e15.4.4 Column Bases 438\u003c\/p\u003e \u003cp\u003e15.4.5 Beam-to-Concrete Wall Connection 441\u003c\/p\u003e \u003cp\u003e15.5 Joint Modelling 444\u003c\/p\u003e \u003cp\u003e15.5.1 Simple Connections 450\u003c\/p\u003e \u003cp\u003e15.5.2 Rigid Joints 454\u003c\/p\u003e \u003cp\u003e15.5.3 Semi-Rigid Joints 458\u003c\/p\u003e \u003cp\u003e15.6 Joint Standardization 462\u003c\/p\u003e \u003cp\u003e\u003cb\u003e16 Built-Up Compression Members 466\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Introduction 466\u003c\/p\u003e \u003cp\u003e16.2 Behaviour of Compound Struts 466\u003c\/p\u003e \u003cp\u003e16.2.1 Laced Compound Struts 471\u003c\/p\u003e \u003cp\u003e16.2.2 Battened Compound Struts 473\u003c\/p\u003e \u003cp\u003e16.3 Design in Accordance with the European Approach 475\u003c\/p\u003e \u003cp\u003e16.3.1 Laced Compression Members 477\u003c\/p\u003e \u003cp\u003e16.3.2 Battened Compression Members 477\u003c\/p\u003e \u003cp\u003e16.3.3 Closely Spaced Built-Up Members 478\u003c\/p\u003e \u003cp\u003e16.4 Design in Accordance with the US Approach 480\u003c\/p\u003e \u003cp\u003e16.5 Worked Examples 482\u003c\/p\u003e \u003cp\u003eAppendix A: Conversion Factors 491\u003c\/p\u003e \u003cp\u003eAppendix B: References and Standards 492\u003c\/p\u003e \u003cp\u003eIndex 502\u003c\/p\u003e","brand":"John Wiley and Sons Ltd","offers":[{"title":"Default Title","offer_id":49406897193303,"sku":"9781118631287","price":98.06,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0817\/1739\/5799\/files\/9781118631287.jpg?v=1730497483","url":"https:\/\/bookcurl.com\/products\/structural-steel-design-to-eurocode-3-and-aisc-specifications-9781118631287","provider":"Book Curl","version":"1.0","type":"link"}