Digital Commons Network^™

Ultimate Strength Of A Continuous Decking Of Cold-Drawn Low-Ductility High Strength Steel, A. Monayem Akhand, W. H. Wan Badaruzzaman, Kosai A. Sanjery

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

Profiled decking of cold-drawn low-ductility high strength steel is a relatively new introduction to composite floor construction. This type of decking shows high sensitivity to distortional as well as local buckling. Prediction of ultimate strength of such decking in continuous configuration is not adequately covered in any of the analytical methods of modern day codes. Instead, due to inadequate guidance, various design codes currently apply additional restrictions on their design and use. The support moment-rotation and ultimate moment of resistance of such decking are the two most important parameters in designing such decking as continuous structure for the construction stage …

Web Crippling Of Cold Formed Steel Multi -Web Deck Sections Subjected To End One-Flange Loading, J. A. Wallace, R. M. Schuster

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

Presented in this paper are the results of a study where the web crippling capacity of multi-web deck sections subjected to End One-Flange loading (EOF) was investigated. A total of 148 tests were completed. New coefficients were established using the data from this study and any appropriate data from previous work. New resistance factors and factors of safety were also established. Also investigated in this study was the web crippling capacity of partially fastened deck sections and re-entrant deck type sections subjected to EOF loading. Seventy-seven (77) partially fastened multi-web decks and 36 re-entrant decks were tested in this study. …

Mustang Daily, November 4, 2004

Cal Poly Student Newspaper

Student newspaper of California Polytechnic State University, San Luis Obispo, CA.

Lanthorn, Vol. 39, No. 12, November 4, 2004, Grand Valley State University

Volume 39, July 15, 2004 - June 16, 2005

Lanthorn is Grand Valley State's student newspaper, published from 1968 to the present.

Screening, Plea Bargains And The Innocent Problem, Oren Gazal

Law & Economics Working Papers Archive: 2003-2009

Courts in common law countries reject plea-agreements only when the agreed upon sentence is seen as exceedingly lenient. This judicial intervention is designed to ensure that plea-bargaining does not undermine deterrence. Many legal scholars argue against this policy, claiming that courts should prohibit plea-bargaining all together. They argue that the plea-bargaining system increases the risk of wrongful convictions. Economists often criticize this judicial intervention as well, but for a different reason. Rather than advocating the abolition of plea-bargaining, many economists argue that the courts should accept all plea-agreements without review. They claim that plea-bargaining can help ensure an efficient use …

The Register, 2004-11-04, North Carolina Agricutural And Technical State University

NCAT Student Newspapers

No abstract provided.

Stanford Law Professor Discusses Commodifcation In Opening Address Of Lawrence University Biomedical Ethics Lecture Series, Lawrence University

Press Releases

Stanford University Law Professor Margaret Jane Radin examines the contradictory nature of commodification — the transformation of relationships formerly untainted by commerce into commercial relationships of buying and selling — in the opening address of Lawrence University’s four-part 2004-05 Edward F. Mielke Lecture Series in Biomedical Ethics.

Radin, the William Benjamin Scott and Luna M. Scott Professor of Law at Stanford, presents “Commodification: Promise or Threat,” Monday, Nov. 15 at 7 p.m. in Lawrence’s Wriston Art Center auditorium. The lecture is free and open to the public.

A specialist in the fields of intellectual property, contracts and e-commerce, Radin will …

Chanticleer | Vol 53, Issue 10, Jacksonville State University

Chanticleer

No abstract provided.

Senate Minutes 11-4-04, Kutztown University Of Pennsylvania

Senate Minutes

No abstract provided.

Arbiter, November 4, Students Of Boise State University

Student Newspapers

No abstract provided.

November 4, 2004, James Madison University

The Breeze, 2000-2009

The Breeze is the student newspaper of James Madison University in Harrisonburg, Virginia.

Eastern Progress - 04 Nov 2004, Eastern Kentucky University

Eastern Progress 2004-2005

No abstract provided.

Deafdigest: Deaf Sports News November 4, 2004, Barry Strassler

DeafDigest Sports 2004

No abstract provided.

Spartan Daily, November 4, 2004, San Jose State University, School Of Journalism And Mass Communications

Spartan Daily (School of Journalism and Mass Communications)

Volume 123, Issue 47

College Senate Minutes November 4, 2004, Bronx Community College Senate

BCC Governance Archives

Minutes for the meeting of the College Senate on November 4, 2004.

Behavior Of Complex Hat Shapes Used As Truss Chord Members, Nuthaporn Nuttayasakul, W. Samuel Easterling

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

Cold-formed steel roof truss systems that use complex hat shape members for both top and bottom chord elements are a growing trend in the North America steel framing industry. When designing cold-formed steel sections, a structural engineer typically tries to improve the local buckling behavior of the coldformed steel elements. The complex hat shape has proven to limit the negative influence of local buckling. However, a distortional buckling mode can be the control mode of failure in the design for the chord member with an intermediate un-braced length. The chord member may be subjected to both bending and compressive load …

Channel Section Beams Under Static And Impact Loading, J. Rhodes, M. Macdonald

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

The elasto-plastic behaviour of plain channel section beams under central point loading is investigated under static and impact loading conditions. Two different loading set-ups are considered, the first in which the load is applied to cause compression at the flange free edges and the second in which the load is applied to cause tension at the flange free edges. For each of these load set-ups static loading tests, single impact loading tests and multiple impact loading tests are carried out on a total of 86 channel beams. The energy absorption behaviour of the beams tested is examined and the static …

Cold-Formed Steel Examples To The Theory And Finite Element Implementation Of Plasticity, Herm Hofmeyer

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

This paper presents two examples to the theory and finite element implementation of plasticity. The first example is on the cross-sectional behavior of trapezoidal sheeting subjected to a concentrated load. It is shown that the number of elements (and thus the number of integration points) along the comer radius are important for the correct modeling of this static problem. The second example is on the failure of first-generation sheeting subjected to a concentrated load and a bending moment. This problem, especially for large span lengths, can be solved only with explicit dynamic simulations. These are, for our research field, for …

Judith Ofcarcik, Flute & Piccolo, Music Department

Junior Recitals

This junior recital from November 4, 2004 features Judith Ofcarcik (flute & piccolo) with Susan Teicher (piano).

Shear Stiffness Of Pallet Rack Upright Frames, S. Sambasiva Rao, R. G. Beale, M. H. R. Godley

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

PaIIet racks, often fabricated using cold-formed steel, are used for the storage of goods. Uprights of these racks are braced in the cross-aisle direction forming a frame, which behaves like a built-up column. Evaluation of the shear stiffness of this frame is needed to determine the buckling load. Currently two approaches prevail in the rack industry to determine the shear stiffness. The RMI code uses a theoretical formula and the FEM code requires testing. There is a considerable difference in the stiffness values determined by two approaches. The present paper describes experimental and numerical studies conducted at Oxford Brookes University …

Tests Of Storage Rack Channel Columns With Rear Flanges, Nabil Abdel-Rahman, Ashraf Fadel, Mohamed Ei-Sadaawy, Sherif Mourad

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

An experimental study was performed to investigate the ultimate strength and modes of failure of axially loaded channel rack columns with rear flanges. A total of 16 column specimens fabricated by press-brake forming method were tested up to failure. The material properties of the column specimens were determined using standard tensile coupon tests. The deformation and stress behavior of the tested columns were monitored using displacement transducers and strain gauges. The effects of column slenderness ratio, thickness, perforation, and end conditions on the column ultimate strength and mode of failure were studied. The test failure loads were compared to the …

Initial Geometrical Imperfections In Three-Storey Modular Steel Scaffolds, W. K. Yu, K. F. Chung, S. L. Chan

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

Modular steel scaffolds are commonly used as supporting scaffolds in building construction. They are highly susceptible to global and local instability, and traditionally, the load carrying capacities of these scaffolds are obtained from limited full-scale tests with little rational design. Structural failure of these scaffolds occurs from time to time due to inadequate design, poor installation and over-loads on sites. Initial geometrical imperfections are considered to be very important to the structural behaviour of multi-storey modular steel scaffolds. This paper presents an extensive numerical investigation on three different approaches in analyzing and designing multi-story modular steel scaffolds, namely, a) Notional …

Experimental Investigation Of Distortional Buckling Of Cold-Formed Stainless Steel Sections, Maura Leece, Kim J. R. Rasmussen

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

This paper describes the experimental investigation of the distortional buckling of thin-walled stainless steel sections in compression. Austenitic 304, ferritic 430 stainless steel and ferritic-like 3Crl2 chromium weldable steel sheets were brake-pressed into simple-lipped channels and simple-lipped channels with intermediate stiffeners. A comprehensive procedure to determine the mechanical properties of stainless steel material is described. A total of 19 distortional tests failed at stresses greater than the proportionality stress, and hence were influenced by material non-linearity. Data required to assess current design guidelines in place for distortional buckling of stainless steel compression members are provided herein.

Introduction To The Theory And Finite Element Implementation Of (Steel) Plasticity, Herm Hofmeyer

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

This paper tries to enlighten the subject of (numerical) plasticity by presenting fundamental theory and some very practical examples. For a two-dimensional plain stress state, a Hubert-Henky yield criterion is derived. The flow rule is discussed, including an explanatory numerical example. The yield criteria and flow rule are theoretically applied in a four node finite element. This element is used to show some of the conditions and limitations of a plastic calculation in the finite element method. Finally, a real finite element calculation is made for illustrating the theory derived.

11/04/2004 Obituary Records, Hawaii Obituaries

Obituaries

List of Obituaries for individuals who passed away on 11/04/2004. Scroll down to see the names and obituary description.

Ua12/2/1 Youth Movement, Wku Student Affairs

WKU Administration Documents

Special basketball edition of the College Heights Herald contains articles:

• Casagrande, Michael. Fresh Faces Highlight Darrin Horn’s Second Year
• Stamm, Jason. Crystal Kelly Juggles Basketball, Photo, In Rookie Season
• Duncan, Mike. Patrice Holmes, Lady Raiders Look to Defend Title
• North, Amber. Tiffany Porter-Talbert Working to Become a Vocal Leader
• Duncan, Mike. Orien Greene Looks to Lead Louisiana Lafayette
• Watt, Wes. Georgia, Virginia Highlight Softer Schedule

Ua12/2/1 College Heights Herald, Vol. 80, No. 18 [No. 19], Wku Student Affairs

WKU Administration Documents

WKU campus newspaper reporting campus, athletic and Bowling Green, Kentucky news. This issue contains articles:

• Wilberding, Beth. George Bush Keeps Keys to White House
• Wilberding, Beth. Bowling Green Gets Extreme Makover
• Hupman, Samantha. Western Honors 21 Pulitzer Prize-winning Alumni
• Reed, Lindsey. Regents Approve Facility – Shuttles
• Henze, Adam. Editorial Cartoon re: George Bush
• Elections Are Over
• Rodgers, Allan. It’s Hard to Dry Up a Culture When It’s Dripping Wet – Fraternities, Alcohol
• Dillon, Ryan. Hollywood Stars Are Just Plain Clueless - Elections
• Little, Harold. Found Himself Moved by Commentary – Charles Bussey
• Harrell, Bobby. Skateboarding Gets the Boot
• Reed, Lindsey. …

Minutes, Arts & Sciences Executive Committee Meeting, Thursday, November 4, 2004, Arts & Sciences Executive Committee

Executive Committee Minutes

No abstract provided.

Usa V. Johnson

2004 Decisions

USDC for the Eastern District of Pennsylvania

Abuali V. Atty Gen Usa

2004 Decisions

Agency