Digital Commons Network^™

The Statesman, V. 42, I. 12, State University Of New York At Stony Brook

Stony Brook Statesman-Sucolian

v. 42, i. 12

Ua12/2/1 College Heights Herald, Vol. 73 [74], No. 14, Wku Student Affairs

WKU Administration Documents

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

• Back, Shannon. University Boulevard Back in State’s Hands
• Batcheldor, Matt. Alcohol Policies Diverse
• Darr, John. The Fixer – Dennis Felton
• Karen, Mattias. Overtime Cutbacks Opposed by Staff
• Harper, Molly. Proposed Policy to Evaluate Tenured Faculty
• Anti-gay Violence Destroys Principles
• Tabor, Chris. Editorial Cartoon re: Hate Crimes
• Lobo, Maxx. Responses to the Oct. 6 Letter Forum Coverage Unfair by Lloyd Davies – University Boulevard
• Ransdell, Gary. University Boulevard
• Goddard, Holly. Student Government Association Proposal Fails – University Boulevard
• Fedyk, Nicholas. Smiles on Their Faces – Bowling …

The Murray Ledger And Times, October 15, 1998, The Murray Ledger And Times

The Murray Ledger & Times

No abstract provided.

United States V. Lynch

1998 Decisions

USDC for the Eastern District of Pennsylvania

The Comment, October 15, 1998, Bridgewater State College

The Comment

No abstract provided.

The Pan American (1998-10-15), Javier J. Mancha

UTPA Archives - The Pan American Newspaper

47th Year, No. 13

Ocean Color Chlorophyll Algorithms For Seawifs, John E. O'Reilly, Stephane Maritorena, B. Greg Mitchell, David A. Siegel, Kendall L. Carder, Sara A. Garver, Mati Kahru, Charles Mcclain

Marine Science Faculty Publications

A large data set containing coincident in situ chlorophyll and remote sensing reflectance measurements was used to evaluate the accuracy, precision, and suitability of a wide variety of ocean color chlorophyll algorithms for use by SeaWiFS (Sea-viewing Wide Field-of-view Sensor). The radiance-chlorophyll data were assembled from various sources during the SeaWiFS Bio-optical Algorithm Mini-Workshop (SeaBAM) and is composed of 919 stations encompassing chlorophyll concentrations between 0.019 and 32.79 mu g L-1. Most of the observations are from Case I nonpolar waters, and similar to 20 observations are from more turbid coastal waters. A variety of statistical and graphical criteria were …

The Wooster Voice (Wooster, Oh), 1998-10-15, Wooster Voice Editors

The Voice: 1991-2000

Student group Environmental Concerns of Students sponsored "Rainforest Week" in order to raise campus awareness concerning environmental issues. An article recaps a panel discussion on domestic violence sponsored by the Every Woman's House. Campus wide survey conducted reveals that 49 percent of Wooster students engage in binge drinking, seven percent higher than the national average. The College dedicates the oldest building on campus for the third time. Frick Hall, is officially reopened as the Timken Science library. Additionally, the issue includes a piece that calls for further action to be made in fight against discrimination of sexual minorities on campus.

Checkup, Lehigh Valley Health Network

Checkup

No abstract provided.

Washington University Record, October 15, 1998

Washington University Record

No abstract provided.

Daily Eastern News: October 15, 1998, Eastern Illinois University

October

No abstract provided.

Student May Control Pemberton Hall's Fate - Den (Oct. 15, 1998), Joe Sanner

Pemberton Hall

No abstract provided.

Federal Reserve Cuts Two Key Interest Rates, Cnn

Documents

No abstract provided.

The Observer, Central Washington University

Student Newspaper

Student newspaper for Central Washington University for October 15, 1998

The Pacifican, October 15, 1998, University Of The Pacific

All Issues - Student Newspaper, The Pacifican, Pacific Weekly

No abstract provided.

October 15, 1998, The Daily Mississippian

Daily Mississippian (all digitized issues)

No abstract provided.

The George-Anne, Georgia Southern University

The George-Anne

• Police Beat
• Announcements
• Opinions
• Your Opinion
• Sports
• Southern Life
• Entertainment
• Classifieds
• 1998 Homecoming

Laterally Braced Cold-Formed Steel Flexural Members With Edge Stiffened Flanges, Benjamin W. Schafer, Teoman Pekoz

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

The moment capacity of a laterally braced cold-formed steel flexural member with edge stiffened flanges (e.g., a channel or zee section) may be adversely affected by local or distortional buckling. Traditional design methods recognize the need to explicitly account for local buckling, but not distortional buckling. Experimental data and numerical analyses suggest that proper strength prediction of laterally braced cold-formed steel flexural members requires explicit treatment of distortional buckling. New procedures for hand prediction of the buckling stress in the local and distortional mode are presented. Numerical investigations are employed to highlight post-buckling behavior unique to the distortional mode. A …

Direct Strength Prediction Of Cold-Formed Steel Members Using Numerical Elastic Buckling Solutions, Benjamin W. Schafer, Teoman Pekoz

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

Current design of cold-formed steel members is unduly complicated, Part of this complication arises from the need to perform elastic buckling calculations by hand. Also, complications occur in determining the effective width and resulting effective properties of members. Further, as cross-sections become more optimized (e.g., through the introduction of longitudinal stiffeners) both the elastic buckling and effective width calculations become markedly more complex. In order to investigate alternatives to current design a large amount of experimental data on flexural members of varying geometry is collected. The use of numerical elastic buckling solutions for the entire member, is investigated as an …

Web Crippling Of Cold Formed Steel Members, K. Prabakaran, R. M. Schuster

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

A new design expression for web crippling of cold formed steel members has been developed. An extensive statistical analysis was performed using published test data from Canada, the United States, Sweden and France to develop new expressions for the web crippling strength of cold formed steel members under four different loading cases, i.e. (1) end one-flange loading (EOF), (2) interior one-flange loading (lOF), (3) end two-flange loading (ETF) and (4) interior two-flange loading (lTF). I-sections made of two channels connected back-to-back, Z-sections, channels and multiple web sections (decks) were considered. Comparisons were made with the web crippling expressions presented in …

Web Crippling Of Single Web Cold Formed Steel Members Subjected To End One-Flange Loading, R. R. Gerges, R. M. Schuster

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

Results of an extensive experimental investigation of the web crippling behavior of cold formed steel C-sections are presented. This study was devoted to the End One Flange, EOF, loading case, with particular emphasis on large inside bend radius to thickness ratios, (R = ri/t). Seventy-two C-sections with R values ranging between five and 10 were tested at the University of Waterloo. Comparing the experimental results with predictions using the current North American Cold Formed Steel Design Standards, considerable underestimation was observed. Using the same model of the design expression currently used in the Canadian Standard (S136-94), and including 164 test …

A European Design Code For Pallet Racking, M. H. R. Godley, J. Michael Davies

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

The work leading to a European design code for pallet racking started almost 25 years ago. Many difficulties were encountered in the early days of this work. Notable were the absence of a consistent safety philosophy between the various countries of Europe and the existence of procedures with which the manufacturers were comfortable but which were potentially unsafe. There were also difficulties in defining acceptable standard. test procedures. The emergence of Eurocode 3, especially Part 1.3 dealing with cold formed sections, provided a new impetus to the work because here was a European code which provided the required basis for …

Experimental Procedures For Stub Column Tests, Y. Pu, M. H. R. Godley, R. G. Beale

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

In this paper a total of 36 stub columns was tested by two different experimental procedures, namely the FEM and AISI procedures, to investigate the difference in the ultimate load between these procedures. Of these 26 were carried out in the pin-ended condition according to FEM, the rest were in the fixed-end condition according to AlSI specification. It is shown that the failure loads obtained by the two experimental procedures were very close to each other. Both procedures worked well. The AISI procedure is recommended as the standard procedure.

A Study On The Flexural Behavior Of Profiled Composite Beams, Gu Rok Yang, Yong Seo Hwang, Young Bong Kwon

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

An analytical study on the behavior of composite beams, which are composed of cold-formed steel sheeting and normal strength concrete, is described. An analytical method to trace the nonlinear behavior of a composite beam is developed to include the nonlinear material properties of steel sheeting, reinforcing steel bar and concrete. However, since the method is complex and tedious to use, two simple formulas for the nonlinear moment-curvature relation of the composite beam have been proposed. A simple power model, which has been originally used to predict the flexural capacity of the beam to column connections, is proposed as the first …

Bearing Design Of Thin Sheet Steel Screwed Connections, Colin A. Rogers, Gregory J. Hancock

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

The 1996 Australian / New Zealand AS/NZS 4600 and North American; CSA-S136, AISI Cold Formed Steel Design Standards allow for the use of thin (t < 0.9 mm in AS/NZS 4600), high strength (fy = 550 MPa) sheet steels if the yield stress and ultimate strength are reduced to 75% of their minimum specified values. At present, these reduced material properties must be used in the design of screwed connections which undergo bearing and bearing/tilting failure. Previous research has illustrated the need for design standards to include a gradated bearing coefficient method to account for the behaviour of thin high strength sheet steels, instead of a gross reduction in material properties. This paper provides a summary of results detailing the behaviour of screwed connections tested in shear which have failed in the bearing and bearing/tilting modes. Recommendations concerning the adequacy of current design standards with respect to a proposed formulation which can be used to more accurately predict the shear resistance of screwed connections which fail in the bearing and bearing/tilting modes are presented.

Behaviour Of Thin G550 Sheet Steel Screwed Connections, Colin A. Rogers, Gregory J. Hancock

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

This paper provides a summary of results detailing the behaviour of screwed connections tested in shear, which were composed of thin G550 and G300 sheet steels (to the 1993 Australian Standard AS 1397). Recommendations concerning the adequacy of current design standards with respect to the design of thin sheet steel screwed connections are made.

Spectator 1998-10-15, Editors Of The Spectator

The Spectator

No abstract provided.

Banner News, Zach Evans, Jay Cue, Lorraine Powell, Brent West, Bob Eschliman, Jaret Morlan, Chad Lowe, Elizabeth Osting

Banner News

No abstract provided.

Arbiter, October 14, Students Of Boise State University

Student Newspapers

No abstract provided.

Minutes Of The Faculty Senate Meeting, October 14, 1998, University Of Arkansas, Fayetteville. Faculty Senate

Faculty Senate Minutes

No abstract provided.