Download or read book Webs for Cold formed Steel Flexural Members Structural Behavior of Transversely Reinforced Beam Webs written by Nguyen Phung and published by . This book was released on 1978 with total page 262 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Webs for Cold formed Steel Flexural Members written by Roger A. LaBoube and published by . This book was released on 1978 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Webs for Cold formed Steel Flexural Members Structural Behavior of Transversly Reinforced Beam Webs written by Nguyen Phung and published by . This book was released on 1978 with total page 262 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Webs for Cold formed Steel Flexural Members written by Roger A. LaBoube and published by . This book was released on 1978 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Webs for Cold formed Steel Flexural Members Structural Behavior of Beam Webs Subjected to Web Crippling and a Combination of Web Crippling and Bending written by Nipon Hetrakul and published by . This book was released on 1978 with total page 349 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Cold Formed Steel Structures to the AISI Specification written by Gregory J. Hancock and published by CRC Press. This book was released on 2001-07-27 with total page 371 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.

Download or read book Structural Behavior of Perforated Web Elements of Cold formed Steel Flexural Members Subjected to Web Crippling and a Combination of Web Crippling and Bending written by James Edward Langan and published by . This book was released on 1994 with total page 372 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Flexural Behavior of Webs with Openings written by Kimberly D. Hodges-Batson and published by . This book was released on 1992 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: "An experimental and analytical study of the structural behavior of cold-formed steel C-sections with web openings has been the focus of this research. C-shaped members with web openings are used in building construction as wall studs and floor joists. Industry standard C-sections were tested to determine the effect web openings have on the flexural strength of the member. The current design criteria for cold-formed steel, provided by the 1986 AISI Specification with the 1989 Addendum does not specifically address flexural members with web openings. Therefore, the primary emphasis of this investigation was to determine if the current design criteria provided an adequate prediction of the bending moment capacity of members with web openings. The test results indicated that the structural behavior of the members tested differed for the various geometries. A discussion of the results is included, as well as design recommendations for the test specimens which demonstrated a reduction in strength because of the web openings"--Abstract, leaf iii.

Download or read book Structural Behavior of Cold formed Steel Beam Webs Subjected to Partial Edge Loading written by Shin-Hua Lin and published by . This book was released on 1984 with total page 288 pages. Available in PDF, EPUB and Kindle. Book excerpt: "An extensive experimental investigation has been conducted to study the load-carrying capacity of cold-formed steel web elements subjected to partial edge loading which may cause web crippling or web buckling. In this experimental work emphasis was concentrated on the cold-formed steel structural members having single unreinforced webs with stiffened flanges. In 1980, American Iron and Steel Institute (AISI) revised its "Specification for the Design of Cold-Formed Steel Structural Members" For the design of beam webs, Section 3.5.1 of the AISI Specification provides the design criteria for web crippling. This thesis discusses the experimental work including some specimens with small length-to-depth ratios which may cause web buckling rather than web crippling. The failure mode for these specimens is beyond the scope of the current AISI Specification. Based on the results of tests conducted in this study, new design expressions have been developed to determine the critical web buckling load. Recommended design criteria are proposed for cold-formed steel structural members having single unreinforced webs with stiffened flanges"--Abstract, leaf ii.

Download or read book Structural Behavior of Coped Web Elements of Cold formed Steel Members written by Exaud Noe Koka and published by . This book was released on 1997 with total page 122 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book The Structural Behavior of Cold formed Steel Members with Perforated Elements written by Charles S. Davis and published by . This book was released on 1972 with total page 252 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Analytical and experimental investigations have been conducted to study the influence of perforations on the structural behavior of cold-formed steel structural members. Since in many cases, the load-carrying capacity of cold-formed steel members depends on the buckling behavior of individual component elements, emphasis has been concentrated on the study of the instability and post-buckling strength of perforated elements. In this investigation, the buckling loads and post-buckling strength of stiffened and unstiffened compression elements having single circular and square holes have been studied analytically by using the finite element method. The effects of different holes on the buckling coefficient have been verified by the experimental data obtained from the testing of columns and beams with perforated flanges. The equations for determination of the effective width have been developed on the basis of the post-buckling strength of compression elements. An experimental investigation has been conducted to study the influence of holes on the shear buckling load of beam webs. The test data was compared with analytical results of other investigators. Better correlation was found between the test data and the analytical solution for the simple support condition. A load reduction equation was derived on the basis of the experimental study. The crippling strength of perforated webs were also investigated experimentally. In this investigation, twenty tests were conducted to cover a practical range of height-to-thickness ratios. Based on the results obtained from tests, load reduction factors were derived for steel members with circular and square perforated webs. The stability of perforated plates subjected to equal and opposite point loads were investigated. The trend of this analytic study was found in agreement with the experimental investigation. Design recommendations are developed for: perforated stiffened compression elements, perforated unstiffened compression elements, perforated shear webs, and crippling of perforated webs"--Abstract, pages ii-iii.

Download or read book Strength of Cold formed Steel Reinforced Beam Webs in Bending Shear and Web Crippling written by Nguyen Phung and published by . This book was released on 1978 with total page 228 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Behavior of Cold formed Steel Web Elements with Web Openings Subjected to Web Crippling and a Combination of Bending and Web Crippling for Interior one flange Loading written by Sameer Ulhas Deshmukh and published by . This book was released on 1996 with total page 75 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Cold formed Steel in Tall Buildings written by Rolf Baehre and published by McGraw-Hill Companies. This book was released on 1993 with total page 216 pages. Available in PDF, EPUB and Kindle. Book excerpt: Developed under the auspices of the Council on Tall Buildings and Urban Habitat, a comprehensive overview of the special design features, applications, and behavior of cold-formed steel members and connectors as they pertain to the construction of tall buildings. Presents methods and recommended practices, and examples from Europe and North and South America. For civil engineers. Annotation copyright by Book News, Inc., Portland, OR

Download or read book Guide to Stability Design Criteria for Metal Structures written by Ronald D. Ziemian and published by John Wiley & Sons. This book was released on 2010-02-08 with total page 1120 pages. Available in PDF, EPUB and Kindle. Book excerpt: The definitive guide to stability design criteria, fully updated and incorporating current research Representing nearly fifty years of cooperation between Wiley and the Structural Stability Research Council, the Guide to Stability Design Criteria for Metal Structures 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 Sixth Edition brings this foundational work in line with current practice and research. The Sixth Edition incorporates a decade of progress in the field since the previous edition, with new features including: Updated chapters 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 Fully rewritten chapters on thin-walled (cold-formed) metal structural members, stability under seismic loading, and stability analysis by finite element methods State-of-the-art coverage 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 Complete with over 350 illustrations, plus references and technical memoranda, the Guide to Stability Design Criteria for Metal Structures, Sixth Edition offers detailed guidance and background on design specifications, codes, and standards worldwide.

Download or read book Scientific and Technical Aerospace Reports written by and published by . This book was released on 1979 with total page 1074 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Behaviour of Thin walled Structures written by J. Rhodes and published by Elsevier Science & Technology. This book was released on 1984 with total page 456 pages. Available in PDF, EPUB and Kindle. Book excerpt: