{"product_id":"guide-to-stability-design-criteria-for-metal-structures-isbn-9780470085257","title":"Guide to Stability Design Criteria for Metal Structures","description":"\u003cb\u003eThe definitive guide to stability design criteria, fully updated and incorporating current research\u003c\/b\u003e  \u003cp\u003eRepresenting nearly fifty years of cooperation between Wiley and the Structural Stability Research Council, the \u003ci\u003eGuide to Stability Design Criteria for Metal Structures\u003c\/i\u003e is often described as an invaluable reference for practicing structural engineers and researchers. For generations of engineers and architects, the Guide has served as the definitive work on designing steel and aluminum structures for stability. Under the editorship of Ronald Ziemian and written by SSRC task group members who are leading experts in structural stability theory and research, this \u003ci\u003eSixth Edition\u003c\/i\u003e brings this foundational work in line with current practice and research.\u003c\/p\u003e \u003cp\u003eThe \u003ci\u003eSixth Edition\u003c\/i\u003e incorporates a decade of progress in the field since the previous edition, with new features including:\u003c\/p\u003e \u003cul\u003e \u003cli\u003e \u003cp\u003e\u003cb\u003eUpdated chapters\u003c\/b\u003e on beams, beam-columns, bracing, plates, box girders, and curved girders. Significantly revised chapters on columns, plates, composite columns and structural systems, frame stability, and arches\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003e\u003cb\u003eFully rewritten chapters\u003c\/b\u003e on thin-walled (cold-formed) metal structural members, stability under seismic loading, and stability analysis by finite element methods\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003e\u003cb\u003eState-of-the-art coverage\u003c\/b\u003e of many topics such as shear walls, concrete filled tubes, direct strength member design method, behavior of arches, direct analysis method, structural integrity and disproportionate collapse resistance, and inelastic seismic performance and design recommendations for various moment-resistant and braced steel frames\u003c\/p\u003e \u003c\/li\u003e \u003c\/ul\u003e \u003cp\u003eComplete with over 350 illustrations, plus references and technical memoranda, the \u003ci\u003eGuide to Stability Design Criteria for Metal Structures, Sixth Edition\u003c\/i\u003e offers detailed guidance and background on design specifications, codes, and standards worldwide.\u003c\/p\u003e \u003cp\u003ePreface xiii\u003c\/p\u003e \u003cp\u003eNotation and Abbreviations xv\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1 Introduction 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 From the Metal Column to the Structural System 1\u003c\/p\u003e \u003cp\u003e1.2 Scope and Summary of the Guide 2\u003c\/p\u003e \u003cp\u003e1.3 Mechanical Properties of Structural Metals 3\u003c\/p\u003e \u003cp\u003e1.4 Definitions 5\u003c\/p\u003e \u003cp\u003e1.5 Postbuckling Behavior 8\u003c\/p\u003e \u003cp\u003e1.6 Credits for the Chapters in the Sixth Edition of the SSRC Guide 9\u003c\/p\u003e \u003cp\u003eReferences 11\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2 Stability Theory 12\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Introduction 12\u003c\/p\u003e \u003cp\u003e2.2 Bifurcation Buckling 13\u003c\/p\u003e \u003cp\u003e2.3 Limit-Load Buckling 20\u003c\/p\u003e \u003cp\u003eReferences 22\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3 Centrally Loaded Columns 23\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Introduction 23\u003c\/p\u003e \u003cp\u003e3.2 Column Strength 25\u003c\/p\u003e \u003cp\u003e3.3 Influence of Imperfections 29\u003c\/p\u003e \u003cp\u003e3.4 Influence of End Restraint 44\u003c\/p\u003e \u003cp\u003e3.5 Strength Criteria for Steel Columns 52\u003c\/p\u003e \u003cp\u003e3.6 Aluminum Columns 63\u003c\/p\u003e \u003cp\u003e3.7 Stainless Steel Columns 79\u003c\/p\u003e \u003cp\u003e3.8 Tapered Columns 85\u003c\/p\u003e \u003cp\u003e3.9 Built-Up Columns 90\u003c\/p\u003e \u003cp\u003e3.10 Stepped Columns 104\u003c\/p\u003e \u003cp\u003e3.11 Guyed Towers 109\u003c\/p\u003e \u003cp\u003eReferences 114\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4 Plates 128\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction 128\u003c\/p\u003e \u003cp\u003e4.2 Elastic Local Buckling of Flat Plates 130\u003c\/p\u003e \u003cp\u003e4.3 Inelastic Buckling, Postbuckling, and Strength of Flat Plates 145\u003c\/p\u003e \u003cp\u003e4.4 Buckling, Postbuckling, and Strength of Stiffened Plates 163\u003c\/p\u003e \u003cp\u003e4.5 Buckling of Orthotropic Plates 180\u003c\/p\u003e \u003cp\u003e4.6 Interaction between Plate Elements 188\u003c\/p\u003e \u003cp\u003eReferences 193\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5 Beams 205\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 205\u003c\/p\u003e \u003cp\u003e5.2 Elastic Lateral–Torsional Buckling, Prismatic I-Section Members 208\u003c\/p\u003e \u003cp\u003e5.3 Fundamental Comparison of Design Standards, Prismatic I-Section Members 232\u003c\/p\u003e \u003cp\u003e5.4 Stepped, Variable Web Depth and Other Nonprismatic I-Section Members 236\u003c\/p\u003e \u003cp\u003e5.5 Continuous-Span Composite I-Section Members 240\u003c\/p\u003e \u003cp\u003e5.6 Beams with Other Cross-Sectional Types 242\u003c\/p\u003e \u003cp\u003e5.7 Design for Inelastic Deformation Capacity 243\u003c\/p\u003e \u003cp\u003e5.8 Concluding Remarks 246\u003c\/p\u003e \u003cp\u003eReferences 247\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6 Plate Girders 257\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 257\u003c\/p\u003e \u003cp\u003e6.2 Preliminary Sizing 259\u003c\/p\u003e \u003cp\u003e6.3 Web Buckling as a Basis for Design 261\u003c\/p\u003e \u003cp\u003e6.4 Shear Strength of Plate Girders 262\u003c\/p\u003e \u003cp\u003e6.5 Girders with No Intermediate Stiffeners 274\u003c\/p\u003e \u003cp\u003e6.6 Steel Plate Shear Walls 275\u003c\/p\u003e \u003cp\u003e6.7 Bending Strength of Plate Girders 277\u003c\/p\u003e \u003cp\u003e6.8 Combined Bending and Shear 280\u003c\/p\u003e \u003cp\u003e6.9 Plate Girders with Longitudinal Stiffeners 283\u003c\/p\u003e \u003cp\u003e6.10 End Panels 290\u003c\/p\u003e \u003cp\u003e6.11 Design of Stiffeners 290\u003c\/p\u003e \u003cp\u003e6.12 Panels under Edge Loading 293\u003c\/p\u003e \u003cp\u003e6.13 Fatigue 305\u003c\/p\u003e \u003cp\u003e6.14 Design Principles and Philosophies 305\u003c\/p\u003e \u003cp\u003e6.15 Girders with Corrugated Webs 306\u003c\/p\u003e \u003cp\u003e6.16 Research Needs 311\u003c\/p\u003e \u003cp\u003eReferences 312\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7 Box Girders 321\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 321\u003c\/p\u003e \u003cp\u003e7.2 Bases of Design 323\u003c\/p\u003e \u003cp\u003e7.3 Buckling of Wide Flanges 326\u003c\/p\u003e \u003cp\u003e7.4 Bending Strength of Box Girders 344\u003c\/p\u003e \u003cp\u003e7.5 Nominal Shear Strength of Box Girders 345\u003c\/p\u003e \u003cp\u003e7.6 Strength of Box Girders under Combined Bending, Compression, and Shear 348\u003c\/p\u003e \u003cp\u003e7.7 Influence of Torsion on Strength of Box Girders 353\u003c\/p\u003e \u003cp\u003e7.8 Diaphragms 353\u003c\/p\u003e \u003cp\u003e7.9 Top-Flange Lateral Bracing of Quasi-Closed Sections 365\u003c\/p\u003e \u003cp\u003e7.10 Research Needs 367\u003c\/p\u003e \u003cp\u003eReferences 368\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8 Beam-Columns 371\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 371\u003c\/p\u003e \u003cp\u003e8.2 Strength of Beam-Columns 373\u003c\/p\u003e \u003cp\u003e8.3 Uniaxial Bending: In-Plane Strength 375\u003c\/p\u003e \u003cp\u003e8.4 Uniaxial Bending: Lateral–Torsional Buckling 386\u003c\/p\u003e \u003cp\u003e8.5 Equivalent Uniform Moment Factor 392\u003c\/p\u003e \u003cp\u003e8.6 Biaxial Bending 394\u003c\/p\u003e \u003cp\u003e8.7 Special Topics 404\u003c\/p\u003e \u003cp\u003eReferences 405\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9 Horizontally Curved Steel Girders 413\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 413\u003c\/p\u003e \u003cp\u003e9.2 Historical Review 414\u003c\/p\u003e \u003cp\u003e9.3 Fabrication and Construction 416\u003c\/p\u003e \u003cp\u003e9.4 Analysis Methods 421\u003c\/p\u003e \u003cp\u003e9.5 Stability of Curved I-Girders 423\u003c\/p\u003e \u003cp\u003e9.6 Stability of Curved Box Girders 440\u003c\/p\u003e \u003cp\u003e9.7 Concluding Remarks 442\u003c\/p\u003e \u003cp\u003eReferences 442\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10 Composite Columns and Structural Systems 456\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 456\u003c\/p\u003e \u003cp\u003e10.2 U.S.–Japan Research Program 460\u003c\/p\u003e \u003cp\u003e10.3 Cross-Sectional Strength of Composite Sections 467\u003c\/p\u003e \u003cp\u003e10.4 Other Considerations for Cross-Sectional Strength 471\u003c\/p\u003e \u003cp\u003e10.5 Length Effects 473\u003c\/p\u003e \u003cp\u003e10.6 Force Transfer between Concrete and Steel 474\u003c\/p\u003e \u003cp\u003e10.7 Design Approaches 478\u003c\/p\u003e \u003cp\u003e10.8 Structural Systems and Connections for Composite and Hybrid Structures 484\u003c\/p\u003e \u003cp\u003e10.9 Summary 486\u003c\/p\u003e \u003cp\u003eReferences 486\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11 Stability of Angle Members 493\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 493\u003c\/p\u003e \u003cp\u003e11.2 Review of Experimental and Analytical Research 494\u003c\/p\u003e \u003cp\u003e11.3 Single-Angle Compression Members 501\u003c\/p\u003e \u003cp\u003e11.4 Current Industry Practice for Hot-Rolled Single-Angle Members in the United States 507\u003c\/p\u003e \u003cp\u003e11.5 Design Criteria for Hot-Rolled Angle Columns in Europe, Australia, and Japan 511\u003c\/p\u003e \u003cp\u003e11.6 Design of Axially Loaded Cold-Formed Single Angles 512\u003c\/p\u003e \u003cp\u003e11.7 Concluding Remarks on the Compressive Strength of Eccentrically Loaded Single-Angle Members 514\u003c\/p\u003e \u003cp\u003e11.8 Multiple Angles in Compression 514\u003c\/p\u003e \u003cp\u003e11.9 Angles in Flexure 522\u003c\/p\u003e \u003cp\u003eReferences 526\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12 Bracing 531\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 531\u003c\/p\u003e \u003cp\u003e12.2 Background 533\u003c\/p\u003e \u003cp\u003e12.3 Safety Factors, \u003ci\u003eφ \u003c\/i\u003eFactors, and Definitions 536\u003c\/p\u003e \u003cp\u003e12.4 Relative Braces for Columns or Frames 537\u003c\/p\u003e \u003cp\u003e12.5 Discrete Bracing Systems for Columns 538\u003c\/p\u003e \u003cp\u003e12.6 Continuous Column Bracing 541\u003c\/p\u003e \u003cp\u003e12.7 Lean-on Systems 542\u003c\/p\u003e \u003cp\u003e12.8 Columns Braced on One Flange 544\u003c\/p\u003e \u003cp\u003e12.9 Beam Buckling and Bracing 545\u003c\/p\u003e \u003cp\u003e12.10 Beam Bracing 546\u003c\/p\u003e \u003cp\u003eReferences 553\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13 Thin-Walled Metal Construction 556\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 556\u003c\/p\u003e \u003cp\u003e13.2 Member Stability Modes (Elastic) 557\u003c\/p\u003e \u003cp\u003e13.3 Effective Width Member Design 571\u003c\/p\u003e \u003cp\u003e13.4 Direct Strength Member Design 581\u003c\/p\u003e \u003cp\u003e13.5 Additional Design Considerations 596\u003c\/p\u003e \u003cp\u003e13.6 Structural Assemblies 599\u003c\/p\u003e \u003cp\u003e13.7 Stainless Steel Structural Members 604\u003c\/p\u003e \u003cp\u003e13.8 Aluminum Structural Members 606\u003c\/p\u003e \u003cp\u003e13.9 Torsional Buckling 610\u003c\/p\u003e \u003cp\u003eReferences 611\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14 Circular Tubes and Shells 626\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Introduction 626\u003c\/p\u003e \u003cp\u003e14.2 Description of Buckling Behavior 629\u003c\/p\u003e \u003cp\u003e14.3 Unstiffened or Heavy-Ring-Stiffened Cylinders 631\u003c\/p\u003e \u003cp\u003e14.4 General Instability of Ring-Stiffened Cylinders 651\u003c\/p\u003e \u003cp\u003e14.5 Stringer- or Ring-and-Stringer-Stiffened Cylinders 658\u003c\/p\u003e \u003cp\u003e14.6 Effects on Column Buckling 660\u003c\/p\u003e \u003cp\u003e14.7 Cylinders Subjected to Combined Loadings 664\u003c\/p\u003e \u003cp\u003e14.8 Strength and Behavior of Damaged and Repaired Tubular Columns 669\u003c\/p\u003e \u003cp\u003eReferences 669\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 15 Members with Elastic Lateral Restraints 678\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction 678\u003c\/p\u003e \u003cp\u003e15.2 Buckling of the Compression Chord 679\u003c\/p\u003e \u003cp\u003e15.3 Effect of Secondary Factors on Buckling Load 685\u003c\/p\u003e \u003cp\u003e15.4 Top-Chord Stresses due to Bending of Floor Beams and to Initial Chord Eccentricities 686\u003c\/p\u003e \u003cp\u003e15.5 Design Example 686\u003c\/p\u003e \u003cp\u003e15.6 Plate Girder with Elastically Braced Compression Flange 689\u003c\/p\u003e \u003cp\u003e15.7 Guyed Towers 689\u003c\/p\u003e \u003cp\u003eReferences 690\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 16 Frame Stability 692\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Introduction 692\u003c\/p\u003e \u003cp\u003e16.2 Methods of Analysis 693\u003c\/p\u003e \u003cp\u003e16.3 Frame Behavior 705\u003c\/p\u003e \u003cp\u003e16.4 Frame Stability Assessment Using Second-Order Analysis 724\u003c\/p\u003e \u003cp\u003e16.5 Overview of Current Code Provisions 741\u003c\/p\u003e \u003cp\u003e16.6 Structural Integrity and Disproportionate Collapse Resistance 748\u003c\/p\u003e \u003cp\u003e16.7 Concluding Remarks 753\u003c\/p\u003e \u003cp\u003eReferences 754\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 17 Arches 762\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Introduction 762\u003c\/p\u003e \u003cp\u003e17.2 In-Plane Stability of Arches 764\u003c\/p\u003e \u003cp\u003e17.3 Out-of-Plane Stability of Arches 782\u003c\/p\u003e \u003cp\u003e17.4 Braced Arches and Requirements for Bracing Systems 792\u003c\/p\u003e \u003cp\u003e17.5 Ultimate Strength of Steel Arch Bridges 798\u003c\/p\u003e \u003cp\u003eReferences 802\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 18 Doubly Curved Shells and Shell-Like Structures 807\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Introduction 807\u003c\/p\u003e \u003cp\u003e18.2 The Basic Problem 810\u003c\/p\u003e \u003cp\u003e18.3 Finite Element Method 814\u003c\/p\u003e \u003cp\u003e18.4 Design Codes 816\u003c\/p\u003e \u003cp\u003e18.5 Design Aids 818\u003c\/p\u003e \u003cp\u003e18.6 Reticulated Shells 819\u003c\/p\u003e \u003cp\u003e18.7 Design Trends and Research Needs 821\u003c\/p\u003e \u003cp\u003eReferences 821\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 19 Stability Under Seismic Loading 824\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e19.1 Introduction 824\u003c\/p\u003e \u003cp\u003e19.2 Design for Local and Member Stability 831\u003c\/p\u003e \u003cp\u003e19.3 Global System Stability (\u003ci\u003eP\u003c\/i\u003e−Δ Effects) 882\u003c\/p\u003e \u003cp\u003eReferences 910\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 20 Stability Analysis by the Finite Element Method 933\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e20.1 Introduction 933\u003c\/p\u003e \u003cp\u003e20.2 Nonlinear Analysis 940\u003c\/p\u003e \u003cp\u003e20.3 Linearized Eigenvalue Buckling Analysis 943\u003c\/p\u003e \u003cp\u003eReferences 956\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix A General References on Structural Stability 959\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix B Technical Memoranda of Structural Stability Research Council 963\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eB.1 Technical Memorandum No. 1: The Basic Column Formula 963\u003c\/p\u003e \u003cp\u003eB.2 Technical Memorandum No. 2: Notes on the Compression Testing of Metals 965\u003c\/p\u003e \u003cp\u003eB.3 Technical Memorandum No. 3: Stub-Column Test Procedure 970\u003c\/p\u003e \u003cp\u003eB.4 Technical Memorandum No. 4: Procedure for Testing Centrally Loaded Columns 978\u003c\/p\u003e \u003cp\u003eB.5 Technical Memorandum No. 5: General Principles for the Stability Design of Metal Structures 991\u003c\/p\u003e \u003cp\u003eB.6 Technical Memorandum No. 6: Determination of Residual Stresses 993\u003c\/p\u003e \u003cp\u003eB.7 Technical Memorandum No. 7: Tension Testing 1002\u003c\/p\u003e \u003cp\u003eB.8 Technical Memorandum No. 8: Standard Methods and Definitions for Tests for Static Yield Stress 1006\u003c\/p\u003e \u003cp\u003eB.9 Technical Memorandum No. 9: Flexural Testing 1013\u003c\/p\u003e \u003cp\u003eB.10 Technical Memorandum No. 10: Statistical Evaluation of Test Data for Limit States Design 1021\u003c\/p\u003e \u003cp\u003eReferences 1027\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix C Structural Stability Research Council 1030\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eName Index 1035\u003c\/p\u003e \u003cp\u003eSubject Index 1057\u003c\/p\u003e \u003cb\u003eRonald D. Ziemian, PhD, PE\u003c\/b\u003e, professor of civil engineering at Bucknell University, was the recipient of the 2006 AISC Special Achievement Award and the 1992 ASCE Norman Medal for his work in advancing the use of nonlinear analysis in the stability design of steel structures. He is the coauthor of \u003ci\u003eMatrix Structural Analysis, Second Edition\u003c\/i\u003e (also from Wiley), chairs the SSRC Executive Committee and the AISC Task Committee 10 on Frame Stability, and further serves on the AISC and Aluminum Association specification committees.  \u003cb\u003eThe definitive guide to stability design criteria, fully updated and incorporating current research\u003c\/b\u003e  \u003cp\u003eRepresenting nearly fifty years of cooperation between Wiley and the Structural Stability Research Council, the \u003ci\u003eGuide to Stability Design Criteria for Metal Structures\u003c\/i\u003e is often described as an invaluable reference for practicing structural engineers and researchers. For generations of engineers and architects, the Guide has served as the definitive work on designing steel and aluminum structures for stability. Under the editorship of Ronald Ziemian and written by SSRC task group members who are leading experts in structural stability theory and research, this \u003ci\u003eSixth Edition\u003c\/i\u003e brings this foundational work in line with current practice and research.\u003c\/p\u003e \u003cp\u003eThe \u003ci\u003eSixth Edition\u003c\/i\u003e incorporates a decade of progress in the field since the previous edition, with new features including:\u003c\/p\u003e \u003cul\u003e \u003cli\u003e \u003cp\u003e\u003cb\u003eUpdated chapters\u003c\/b\u003e on beams, beam-columns, bracing, plates, box girders, and curved girders. Significantly revised chapters on columns, plates, composite columns and structural systems, frame stability, and arches\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003e\u003cb\u003eFully rewritten chapters\u003c\/b\u003e on thin-walled (cold-formed) metal structural members, stability under seismic loading, and stability analysis by finite element methods\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003e\u003cb\u003eState-of-the-art coverage\u003c\/b\u003e of many topics such as shear walls, concrete filled tubes, direct strength member design method, behavior of arches, direct analysis method, structural integrity and disproportionate collapse resistance, and inelastic seismic performance and design recommendations for various moment-resistant and braced steel frames\u003c\/p\u003e \u003c\/li\u003e \u003c\/ul\u003e \u003cp\u003eComplete with over 350 illustrations, plus references and technical memoranda, the \u003ci\u003eGuide to Stability Design Criteria for Metal Structures, Sixth Edition\u003c\/i\u003e offers detailed guidance and background on design specifications, codes, and standards worldwide.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47989318353125,"sku":"NP9780470085257","price":222.95,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9780470085257.jpg?v=1761783649","url":"https:\/\/k12savings.com\/es\/products\/guide-to-stability-design-criteria-for-metal-structures-isbn-9780470085257","provider":"K12savings","version":"1.0","type":"link"}