CCFSS Library (1939 - present)

 

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Submissions from 2019

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Cold-Formed Steel Design, 5th Edition, Wei-Wen Yu, Roger A. LaBoube, and Helen Chen

Submissions from 2012

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Use of mill certficates to establish material properties in testing of colf-formed steel compoenents, Tim Stauffer and Paul McEntee

Submissions from 2011

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Buckling of profiled steel diaphragms, Rao V. Nunna

Submissions from 2010

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Siding Attachment to Cold-Formed Steel Walls through Varying Layers of Foam Insulation, Newport Ventures, Inc. and Applied Residential Engineering Services

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Product technical information, Steel Stud Manufacturers Association

Submissions from 2009

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Steel sheet sheathing options for cold-formed steel framed shear wall assemblies providing shear resistance - phase 2, Cheng Yu and Yujie Chen

Submissions from 2008

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Reinforcement schemes for CFS joists having web openings, K. S. Sivakumaran

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Section properties for cellular decks subjected to negative bending, Gregory L. Snow and W. Samuel Easterling

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Strength of arc-spot welds made in single and multiple steel sheets, Gregory L. Snow and W. Samuel Easterling

Submissions from 2007

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Steel sheet sheathing options for CFS framed shear wall aseemblies providing shear resistance, Cheng Yu, Hitesh Vora, Tony Dainard, and Pradeep Veetvkuri

Submissions from 2006

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Development of cost-effective, energy efficient steel framing: structural performance of slit-web steel wall studs, NAHB Research Center

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Development of cost-effective, energy efficient steel framing: thermal performance of slit-web steel wall studs, NAHB Research Center

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Testing and evaluation of light gauge steel frame / 9.5 mm csp wood panel shear walls, David Rokas

Submissions from 2004

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Corrosion of galvanized fasteners used in cold-formed steel framing, American Iron and Steel Institute

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Steel deck institute diaphragm design manual, third edition, Larry D. Luttrell

Submissions from 2003

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Testing of steel single l-headers, NAHB Research Center

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A summary of l-header designs using the AISI header design standard, Dean Peyton

Submissions from 2002

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Testing of steel l-headers on wood walls, NAHB Research Center

Submissions from 2001

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Light gage steel framing, Dale Industries

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Metal drywall framing and accessories, Dale Industries

Submissions from 1999

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Investigation of inflection points as brace points in multi-span purlin roof systems, Michael R. Bryant and Thomas M. Murray

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Design of cold-formed steel structural members and connections for cyclic loading (fatigue), Roger A. LaBoube and Wei-Wen Yu

Submissions from 1998

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Design of automotive structural components using high strength sheet steels transformed section method for the calculation of yield moment of cold-formed steel hybrid beams, Chi-Ling Pan and Wei-Wen Yu

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Determination of the tensile and shear strengths of screws and the effect of screw patterns on cold-formed steel connections, Marc Allen Sokol, Roger A. LaBoube, and Wei-Wen Yu

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Design of automotive structural components using high strength sheet steels effect of strain rate on material properties and the structural strength of cold-formed steel members, Wei-Wen Yu

Submissions from 1997

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Additional shear wall values for light weight steel framing, American Iron and Steel Institute

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Behavior of web elements with openings subjected to linearly varying shear, Matthew R. Eiler, Roger A. LaBoube, and Wei-Wen Yu

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Spacing of connections in compression elements for cold-formed steel members (beams), Michael L. Jones, Roger A. LaBoube, and Wei-Wen Yu

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Screw and welded connection behavior using structural grade 80 of A653 steel (a preliminary study), Exaud N. Koka, Wei-Wen Yu, and Roger A. LaBoube

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Design of automotive structural components using high strength sheet steels mechanical properties of materials (aging effect), Shaojie Wu, Chi-Ling Pan, and Wei-Wen Yu

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Strength of flexural members using structural grade 80 of A653 steel (web crippling tests), Shaojie Wu, Wei-Wen Yu, and Roger A. LaBoube

Submissions from 1996

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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, Sameer U. Deshmukh, Roger A. LaBoube, and Wei-Wen Yu

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Behavior of compression web members in cold-formed steel truss assemblies, Jerome A. Riemann, Roger A. LaBoube, and Wei-Wen Yu

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Structural behavior of circular holes in web elements of cold-formed steel flexural members subjected to web crippling for end-one-flange loading, Craig Uphoff, Roger A. LaBoube, and Wei-Wen Yu

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Strength of flexural members using structural grade 80 of A653 steel (deck panel tests), Shaojie Wu, Wei-Wen Yu, and Roger A. LaBoube

Submissions from 1995

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The effect of flange restraint on web crippling strength of cold-formed steel Z- and I-sections, Darryl E. Cain, Roger A. LaBoube, and Wei-Wen Yu

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Behavior of cold-formed steel roof trusses, Michael M. Harper, Roger A. LaBoube, and Wei-Wen Yu

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Metal stud manufacturer's association catalog, Metal Stud Manufacturer's Association

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Design of automotive structural components using high strength sheet steels effect of strain rate on the structural strength of cold-formed steel hybrid beams, Chi-Ling Pan and Wei-Wen Yu

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Interaction buckling of flange, edge stiffener and web of c-sections in bending, Colin A. Rogers and R. M. Schuster

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Design guide for cold-formed steel trusses, Steel in Residential Construction Advisory Group

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Strength of flexural members using structural grade 80 of A653 and grade E of A611 steels, Shaojie Wu, Wei-Wen Yu, and Roger A. LaBoube

Submissions from 1994

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Tensile and bearing capacities of bolted connections, Jeffrey L. Carril, Roger A. LaBoube, and Wei-Wen Yu

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Structural behavior of perforated web elements of cold-formed steel flexural members subjected to web crippling and a combination of web crippling and bending, James E. Langan, Roger A. LaBoube, and Wei-Wen Yu

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Behavior of web elements with openings subjected to bending, shear and the combination of bending and shear, Ming-Yang Shan, Roger A. LaBoube, and Wei-Wen Yu

Submissions from 1993

Low-rise residential construction details, American Iron and Steel Institute

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Simulation de l'interaction entre le voilement local et les modes globaux d'instabilite des profils a froid par une combinaison de la methode des largeurs effectives et de l'element fini non-lineaire de poutre spatiale, Luiz Felippe Estrella Jr.

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Flexural behavior of web elements with openings, Roger A. LaBoube, Wei-Wen Yu, and Ming-Yang Shan

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Design of automotive structural components using high strength sheet steels effect of strain rate on the structural strength and crushing behavior of cold-formed steel stub columns, Chi-Ling Pan and Wei-Wen Yu

Submissions from 1992

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The effect of flange restraint on web crippling strength, Bhavnesh H. Bhakta, Roger A. LaBoube, and Wei-Wen Yu

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Shear and combined bending and shear behavior of web elements with openings, Roger A. LaBoube, Wei-Wen Yu, and Ming-Yang Shan

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Design of automotive structural components using high strength sheet steels influence of strain rate on the mechanical properties of sheet steels and structural performance of cold-formed steel members, Chi-Ling Pan and Wei-Wen Yu

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Design of automotive structural components using high strength sheet steels mechanical properties of materials, Chi-Ling Pan and Wei-Wen Yu

Submissions from 1991

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Part 1 of the McMaster University Laboratory Test Program on Brick Veneer/Steel Stud Wall Systems, Robert G. Drysdale and Normand Breton

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Flexural behavior of web elements with openings, Roger A. LaBoube, Wei-Wen Yu, and K. D. Batson

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Effect of flange restraint on web crippling strength, Roger A. LaBoube, Wei-Wen Yu, and Bhavnesh H. Bhakta

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Flexural behavior of web elements with openings, Roger A. LaBoube, Wei-Wen Yu, Ming-Yang Shan, and K. D. Batson

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Illustrative examples based on the ASCE standard specification for the design of cold-formed stainless steel structural members, Shin-Hua Lin, Wei-Wen Yu, and Theodore V. Galambos

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Design of automotive structural components using high strength sheet steels structural strength of cold-formed steel beams under dynamic loads, Chi-Ling Pan and Wei-Wen Yu

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Tensile strength of welded connections, Wei-Wen Yu and Roger A. LaBoube

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Web crippling behavior of sections with web openings, Wei-Wen Yu, James E. Langan, and Roger A. LaBoube

Submissions from 1990

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Load and resistance factor design of cold-formed steel reliability based criteria for cold-formed steel members, Ling-En Hsiao, Wei-Wen Yu, and Theodore V. Galambos

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Design of automotive structural components using high strength sheet steels effect of strain rate on material properties of sheet steels and structural strengths of cold-formed steel members, Maher Kassar and Wei-Wen Yu

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Design of automotive structural components using high strength sheet steels structural strengths of cold-formed steel members under dynamic loads, Maher Kassar and Wei-Wen Yu

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Design of automotive structural components using high strength sheet steels structural strength of cold-formed steel members under dynamic loads, Chi-Ling Pan and Wei-Wen Yu

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Tests of Full Scale Brick Veneer Steel Stud Walls to Determine Strength and Rain Penetration Characteristics, Michael J. Wilson, A. S. Essawy, and A. Kluge

Submissions from 1989

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Load and resistance factor design of cold-formed steel load and resistance factor design specification for cold-formed steel structural members with commentary, Ling-En Hsiao, Wei-Wen Yu, and Theodore V. Galambos

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Design of automotive structural components using high strength sheet steels the effect of strain rate on compressive mechanical properties of sheet steels, Maher Kassar and Wei-Wen Yu

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Design of automotive structural components using high strength sheet steels the effect of strain rate on mechanical properties of sheet steels, Maher Kassar and Wei-Wen Yu

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Evaluation of the base test method for predicting the flexural strength of standing seam roof systems under gravity loading, Thomas M. Murray and Steven D. Brooks

Submissions from 1988

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Load and resistance factor design of cold-formed steel comparative study of design methods for cold-formed steel, Ling-En Hsiao, Wei-Wen Yu, and Theodore V. Galambos

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Load and resistance factor design of cold-formed steel load and resistance factor design specification for cold-formed steel structural members with commentary, Ling-En Hsiao, Wei-Wen Yu, and Theodore V. Galambos

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Design of automotive structural components using high strength sheet steels structural strength of cold-formed steel I-beams and hat sections subjected to web crippling load, Shin-Hua Lin, Ling-En Hsiao, Chi-Ling Pan, and Wei-Wen Yu

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Design of cold-formed stainless steel structural members proposed allowable stress design specification with commentary, Shin-Hua Lin, Wei-Wen Yu, and Theodore V. Galambos

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Load and resistance factor design of cold-formed stainless steel statistical analysis of material properties and development of the LRFD provisions, Shin-Hua Lin, Wei-Wen Yu, and Theodore V. Galambos

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Load and resistance factor design of cold-formed steel: Calibration of the AISI design provisions, Wei-Wen Yu, Ling-En Hsiao, and Theodore V. Galambos

Submissions from 1987

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Design of automotive structural components using high strength sheet steels structural behavior of members consisting of flat and curved elements, M. Brad Parks and Wei-Wen Yu

Submissions from 1986

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Design of automotive structural components using high strength sheet steels: web crippling of cold-formed steel beams, Chiravut Santaputra and Wei-Wen Yu

Submissions from 1985

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Comparison and evaluation of web crippling prediction formulas, Monique Bakker and Teoman Peköz

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Load and resistance factor design of cold formed steel comparative study of design methods for cold formed steel, Lan-Cheng Pan, Wei-Wen Yu, and Brian K. Snyder

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Load and resistance factor design of cold-formed steel revised tentative recommendations - load and resistance factor design criteria for cold-formed steel structural members with commentary, Wei-Wen Yu and Theodore V. Galambos

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Design of automotive structural components using high strength sheet steels - results and evaluation of stub column tests for unstiffened curved elements, Wei-Wen Yu and M. Brad Parks

Submissions from 1984

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Design of automotive structural components using high strength sheet steels - structural behavior of beam webs subjected to web crippling and a combination of web crippling and bending, Chiravut Santaputra and Wei-Wen Yu

Submissions from 1983

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Laterally unsupported purlins subjected to uplift, Roger A. LaBoube

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The influence of local buckling on the structural behavior of singly-symmetric cold-formed steel columns, Gale P. Mulligan and Teoman Peköz

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Design of automotive structural components using high strength sheet steels-strength of beam webs, Chiravut Santaputra and Wei-Wen Yu

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Testing of steel roof deck construction, S. Sucharit and Lan-Cheng Pan

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Testing of steel roof deck construction, Wei-Wen Yu, Lan-Cheng Pan, and S. H. Lin

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Design of automotive structural components using high strength sheet steels - mechanical properties of materials, Wei-Wen Yu and M. Brad Parks

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Design of automotive structural components using high strength sheet steels preliminary study of members consisting of flat and curved elements, Wei-Wen Yu and M. Brad Parks

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Design of automotive structural components using high strength sheet steels, Wei-Wen Yu, Chiravut Santaputra, and M. Brad Parks

Submissions from 1982

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Performance evaluation of brick veneer with steel stud backup, Joseph O. Arumala and Russell H. Brown

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Structural Stability Research Council: Proceedings 1982, Structural stability research council

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An exploratory study on the behavior of cold-formed steel wall studs, Yaochun Zhang and Teoman Peköz

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An exploratory study on the behavior of cold-formed steel wall studs, Yaochun Zhang and Teoman Peköz

Submissions from 1981

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Fire protection through modern day building codes, D. F. Boring, James C. Spence, and Walter G. Wells

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Behavior of C- and Z-purlins under wind uplift, Parviz Soroushian and Teoman Peköz

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Web crippling and combined web crippling and bending of steel decks, Wei-Wen Yu

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Bolted Connections in Cold Formed Steel Structures, Wei-Wen Yu and Randall L. Mosby

Submissions from 1980

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The strength of cold-formed steel columns, Du Thinh Dat and Teoman Peköz