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Articles 128131 - 128160 of 136358
Full-Text Articles in Entire DC Network
Prediction Of Corner Mechanical Properties For Stainless Steels Due To Cold Forming, P. Van Der Merwe, G. J. Van Den Berg
Prediction Of Corner Mechanical Properties For Stainless Steels Due To Cold Forming, P. Van Der Merwe, G. J. Van Den Berg
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The results of a study of the degree of workhardening on stainless steel Types 304, 409, 430 and Type 3CR12 corrosion resisting steel due to cold work of forming are presented in this paper. Analytical inelastic stress-strain relationships are established for virgin tensile specimens. An equation for predicting the yield strength of comers are developed.
Resolution 92-8-F - Recognition Of Lady Toppers, Wku Student Government Association
Resolution 92-8-F - Recognition Of Lady Toppers, Wku Student Government Association
Student Government Association
Resolution to honor womens basketball team for taking second in the 1991 NCAA tournament.
Some Applications Of Generalized Beam Theory, J. Michael Davies, Philip Leach
Some Applications Of Generalized Beam Theory, J. Michael Davies, Philip Leach
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Generalised Beam Theory (GBT) has been developed by Professor R Schardt and his colleagues at the University of Darmstadt in Germany. The definitive reference at the present time is a recent German text(1) which describes the first-order theory. For the analysis of cold-formed sections, second-order theory may be required and this is less well documented. This paper will attempt to describe the principles involved and illustrate them by means of some practical examples. GBT unifies the conventional theories for the analysis of prismatic thin-walled structural members within a consistent notation. It then extends them into new territory. Conventional beam theory …
The Lateral Torsional Buckling Strength Of Cold-Formed Stainless Steel Lipped Channel Beams, P. Van Der Merwe, P. J. Bredenkamp, G. J. Van Den Berg
The Lateral Torsional Buckling Strength Of Cold-Formed Stainless Steel Lipped Channel Beams, P. Van Der Merwe, P. J. Bredenkamp, G. J. Van Den Berg
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The findings of an investigation into the lateral buckling strength of cold-formed singly-symmetric stainless steel beams are reported in this study. The singly-symmetric sections under consideration were lipped channel sections fabricated from a modified AISI stainless steel Type 409 designated 3CR12, a ferritic corrosion resisting steel. The purpose of this study was to compare the experimental strengths of singly-symmetric sections to the theoretical predictions proposed by the new ASCE Specification for the Design of Cold-Formed Stainless Steel Structural Members. It was concluded in this investigation that the tangent modulus approach adopted in the design specification for stainless steels, compared well …
Testing And Design Of Bolted Connections In Cold Formed Steel Sections, F. Zadanfarrokh, E. R. Bryan
Testing And Design Of Bolted Connections In Cold Formed Steel Sections, F. Zadanfarrokh, E. R. Bryan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
A detailed analysis of the strength and rigidity of bolted connections in cold formed steel has been carried out. Design expressions are proposed that improve on the existing equations for bearing strength, and for the first time, quantify the rigidity of such connections. The effects on the design of bolted joints are described and it is shown how, by incorporating the proposed expressions, it is now possible to select the correct semirigid joint and achieve economy without having to resort to testing.
Design Of C-Sections Against Deformational Lip Buckling, D. Buhagiar, J. C. Chapman, P. J. Dowling
Design Of C-Sections Against Deformational Lip Buckling, D. Buhagiar, J. C. Chapman, P. J. Dowling
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Deformational lip buckling is one of the considerations affecting the choice of cross-section dimensions which were adopted for the C-sectlon chord members of a space frame system. No guidance on lip buckling of channel sections is given in the current British design specification. A method was therefore required for determining the lip buckling resistance of the members when subjected to axial compression or bending. A design procedure was formulated in which the lips are represented as a strut on an elastic foundation, the stiffness of which depends on the deformational stiffness of the section. The critical buckling stress and the …
New Asce Standards For Cold-Formed Steel Deck Slabs, Max L. Porter
New Asce Standards For Cold-Formed Steel Deck Slabs, Max L. Porter
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper presents highlights of the newly approved and printed ASCE Standard on the design and construction of composite floor deck slabs utilizing cold-formed steel. In 1992 four documents are being published including the following: • "Standard for the Structural Design of Composite Slabs"--ASCE3-92, • "Standard Practice for Construction and Inspection of Composite Slabs"-ASCE9-92, and • A separate commentary on each of the two above Standards. These above four documents stem from a previously published ASCE Standard entitled "Specifications for the Design and Construction of Composite Slabs" and the associated commentary thereon. The Steel Deck with Concrete Committee of the …
Recent Developments In Cold Formed Steel, Robert W. Dannemann
Recent Developments In Cold Formed Steel, Robert W. Dannemann
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
During the last fifteen years the author has been working in the development of new products in cold formed steel, mainly in building applications. Cold formed steel makes possible practically an infinite variety of shapes, one for each need and function. This possibility is a continuous challenge for designers in finding, among many alternatives, the optimal solution for each problem. The author describes briefly a set of six proposals, which are either an already tested and proven product, or just its phase of design. As in any human doing, the author is conscious that these proposals may be accomplished and …
The 1989 Edition Of The Canadian Cold Formed Steel Design Standard, R. M. Schuster
The 1989 Edition Of The Canadian Cold Formed Steel Design Standard, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper presents excerpts from the latest edition of the Canadian Standard for the design of cold formed steel structural members (CAN/CSA-SI36-M89). Considerable technical changes, reflecting the latest research developments, have been incorporated into this edition of the Standard. These changes are based on an increased understanding of the behaviour of cold formed steel structures, members, and elements and of cold formed steel as a structural material. Some of the more significant technical changes of the Standard are discussed in greater detail. Comparisons with the Standard's predecessor (CAN3-S136-M84), and whenever appropriate, with the 1986 AISI Specifications are also made.
Unstiffened Elements - Some Interesting Features, J. Rhodes
Unstiffened Elements - Some Interesting Features, J. Rhodes
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The behaviour of members composed of unstiffened elements is examined with reference to three different sets of test results, on angle section struts, Tee section beams and shallow Vee section beams. The test results are explained on the basis of fairly simple analysis, and the variations of the behaviour from that predicted by modem design codes is discussed.
Tests On Full-Scale Roofing Systems, D. B. Moore
Tests On Full-Scale Roofing Systems, D. B. Moore
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This report details an experimental investigation on three full-scale, cold-formed steel roofing systems. The test programme included both uniformly and variably distributed loadings representative of drifting snow. Comparisons between the performance of each roof subject to these distributions are made and recommendations for the design of roofs loaded with variably distributed loads are presented. Finally observations on the tests to failure are discussed.
Meeting Minutes, Wku Student Government Association
Meeting Minutes, Wku Student Government Association
Student Government Association
President Thomas Meredith addressed the SGA regarding computers, laundry facilities, cable television, lighting and Potter Hall. Minutes include discussion of budget cuts, homecoming elections, newsletter, International Day, RHA - SGA forums, Webb Wilder concert and pro-choice march.
Resolution 92-7-F - Proposed Budget Cuts, Wku Student Government Association
Resolution 92-7-F - Proposed Budget Cuts, Wku Student Government Association
Student Government Association
Resolution to exempt academic units from budget cuts.
Meeting Minutes, Wku Student Government Association
Meeting Minutes, Wku Student Government Association
Student Government Association
Meeting regarding Frankfort rally, budget cuts, homecoming, newsletter, vacancies and expenditures.
Meeting Minutes, Wku University Senate
Meeting Minutes, Wku University Senate
Faculty Senate
Meeting regarding Preston Center, Student Government Association, athletic budget and internal audit.
Memo - Resolution On Internal Auditor, Wku University Senate
Memo - Resolution On Internal Auditor, Wku University Senate
Faculty Senate
Memo regarding audit reports to the Board of Regents.
Resolution R92.10 - Audit, Wku University Senate
Bill #92-05-F - Establishing Forums Between Campus Residents & Sga, Wku Student Government Association
Bill #92-05-F - Establishing Forums Between Campus Residents & Sga, Wku Student Government Association
Student Government Association
Bill to create forums between the residents hall and the Student Government Association.
Resolution 92-6-F - Designation Of Program Accreditation, Wku Student Government Association
Resolution 92-6-F - Designation Of Program Accreditation, Wku Student Government Association
Student Government Association
Resolution to have accreditation status and accrediting agencies listed in the course catalog.
Memo - A Comparison Of Recommendations, Wku University Senate
Memo - A Comparison Of Recommendations, Wku University Senate
Faculty Senate
Comparison of audits.
Executive Council Meeting Minutes, Wku Student Government Association
Executive Council Meeting Minutes, Wku Student Government Association
Student Government Association
Meeting regarding vacancies, Frankfort rally, parking and public service announcement.
Lancaster Society Speech, Raymond Preston
Lancaster Society Speech, Raymond Preston
Board of Regents Documents
Letter to Thomas Meredith from Raymond Preston conveying Preston's speech which he delivered to the Lancaster Society. The speech is an overview of Preston's life after leaving Western Kentucky University.
Appendix: List Of Participants [1992], Kentucky Transportation Center
Appendix: List Of Participants [1992], Kentucky Transportation Center
Kentucky's Annual Forum on Transportation
No abstract provided.
Transportation Of The Future And The Future Of Transportation, Lee T. Todd Jr.
Transportation Of The Future And The Future Of Transportation, Lee T. Todd Jr.
Kentucky's Annual Forum on Transportation
No abstract provided.
Transportation Of The Future And The Future Of Transportation, John A. Deacon
Transportation Of The Future And The Future Of Transportation, John A. Deacon
Kentucky's Annual Forum on Transportation
No abstract provided.
Meeting Minutes, Wku Student Government Association
Meeting Minutes, Wku Student Government Association
Student Government Association
Meeting regarding budget cuts, freshman elections, Frankfort rally, vacancies, Adopt-a-Spot and Vote America.
Intermodalism: What It Is And How It Works. Transamerica Transportation Corridor Transportation Options For The Twenty-First Century, James L. Covil
Intermodalism: What It Is And How It Works. Transamerica Transportation Corridor Transportation Options For The Twenty-First Century, James L. Covil
Kentucky's Annual Forum on Transportation
No abstract provided.
Intermodalism: What It Is And How It Works. Intermodal Transportation: Past, Present, And Future, Benjamin J. Allen
Intermodalism: What It Is And How It Works. Intermodal Transportation: Past, Present, And Future, Benjamin J. Allen
Kentucky's Annual Forum on Transportation
No abstract provided.
Transportation: We Shape It And It Shapes Us, J. M. Yowell
Transportation: We Shape It And It Shapes Us, J. M. Yowell
Kentucky's Annual Forum on Transportation
No abstract provided.
Intermodal Surface Transportation Efficiency Act (Istea): A New Way Of Doing Business, James Q. Duane
Intermodal Surface Transportation Efficiency Act (Istea): A New Way Of Doing Business, James Q. Duane
Kentucky's Annual Forum on Transportation
No abstract provided.