This volume reveals the behaviour and design of cold-formed steel structures, connections and systems. It describes the AISI Specification for the Design of Cold-Formed Steel Structural Members published in July 2000, which governs the design of all cold-formed steel frames, including roof, wall and racking systems, and cold-formed steel residential construction in the USA. The text offers worked examples which can be programmed using MATHCAD or EXCEL.
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Inside This Book
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First Sentence:
Cold-formed steel products are just what the name connotes: products that are made by bending a flat sheet of steel at room temperature into a shape that will support more load than the flat sheet itself. Read the first page Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
direct strength method, base test method, inelastic reserve capacity, stub column strength, distortional buckling stress, finite strip buckling analysis, nominal axial strength, purlin lines, web crippling strength, arc spot welds, distance from the top fiber, single purlin, elastic buckling solutions, design flexural strength, effective section modulus, postbuckling reserve, steel storage racks, seam roof system, unlipped channel, unstiffened elements, uplift loading, anchorage force, lip stiffeners, arc seam welds, unstiffened compression elements Key Phrases - Capitalized Phrases (CAPs): (learn more)
Cornell University, Journal of Structural Engineering, University of Missouri-Rolla, Journal of the Structural Division, Rack Manufacturers Institute, Research Report, Department of Civil Engineering, Thin-Walled Structures, American Institute of Steel Construction, New York, Effective Distance, University of Sydney, Check Web, American Welding Society, Engineering Structures, Initiation of Yielding, Theoretical Ultimate Load, Civil Engineering Series, Cold-Formed Steel Series, Maximum Vat, Plane of Symmetry Section New!
Books on Related Topics | Concordance | Text Stats Browse Sample Pages:
Front Cover | Table of Contents | First Pages | Index | Surprise Me!
Cold-formed steel products are just what the name connotes: products that are made by bending a flat sheet of steel at room temperature into a shape that will support more load than the flat sheet itself. Read the first page Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
direct strength method, base test method, inelastic reserve capacity, stub column strength, distortional buckling stress, finite strip buckling analysis, nominal axial strength, purlin lines, web crippling strength, arc spot welds, distance from the top fiber, single purlin, elastic buckling solutions, design flexural strength, effective section modulus, postbuckling reserve, steel storage racks, seam roof system, unlipped channel, unstiffened elements, uplift loading, anchorage force, lip stiffeners, arc seam welds, unstiffened compression elements Key Phrases - Capitalized Phrases (CAPs): (learn more)
Cornell University, Journal of Structural Engineering, University of Missouri-Rolla, Journal of the Structural Division, Rack Manufacturers Institute, Research Report, Department of Civil Engineering, Thin-Walled Structures, American Institute of Steel Construction, New York, Effective Distance, University of Sydney, Check Web, American Welding Society, Engineering Structures, Initiation of Yielding, Theoretical Ultimate Load, Civil Engineering Series, Cold-Formed Steel Series, Maximum Vat, Plane of Symmetry Section New!
Books on Related Topics | Concordance | Text Stats Browse Sample Pages:
Front Cover | Table of Contents | First Pages | Index | Surprise Me!
Citations (learn more)
This book cites 21
books:
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- Theory of Elastic Stability (Engineering Society Monographs) by Stephen P. Timoshenko on page 77
- Introduction to Mechanics of Solids by Egor Paul Popov on page 186
- Steel Framed Structures: Stability and strength by R. Narayanan on page 164
- Steel Structures: Advances, design and construction by R. Narayanan on page 164
- Matrix Analysis of Structural Dynamics: Applications and Earthquake Engineering (Civil and Environmental Engineering) by Franklin Y. Cheng in Front Matter
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