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The Montclarion, November 04, 2010, The Montclarion

The Montclarion

Student Newspaper of Montclair State University

The Cowl - V. 75 - N. 8 - Nov 4, 2010

The Cowl

The Cowl - student newspaper of Providence College. Volume 75 - Number 8 - November 4, 2010. 36 pages.

Vista: November 4, 2010, University Of San Diego

USD Vista (1965-)

No abstract provided.

Alumna Publishes New Book On Gospel Music In South, Rachel Hatch

News and Events (Discontinued Series)

No abstract provided.

Speaker To Address Life, Work Balance For Faculty, Rachel Hatch

News and Events (Discontinued Series)

No abstract provided.

The Grizzly, November 4, 2010, Katie Callahan, Stephen Hayman, Jennifer Beigel, Lisa Jobe, Michael Delaney, Alyse Reid, Elizabeth Burns, Kaitlyn Ott, Sarah Bollert, Jessica Orbon, Taylor Sparks, Josh Tannenbaum, Kristin Daly-Barnes, Nick Pane, Sara Sherr

Ursinus College Grizzly Newspaper, 1978 to Present

Ursinus College Announces 13th President • Study Abroad Programs Give Students New Opportunities • Putting a Stop to the Climate Crisis One Meal at a Time • Berman Museum Continues Celebrating 20 Years • Wind Ensemble Performs in Lenfest • George Belaires: Looking for Fame in the Future • Tenure Candidate Dr. Joel Bish Feels at Home at Ursinus • UC Promotes Cancer Awareness • Internship Profile: Aimee Petronglo • Halloween Costume Inventory • Cover Up That Skin • Response to Annie Re's Letter to the Editor • Students React to New UC President • UC Cheerleading Squad "Rises" to …

The Pacifican November 4, 2010, University Of The Pacific

All Issues - Student Newspaper, The Pacifican, Pacific Weekly

No abstract provided.

A Weekend Of One Act Plays, Parkland College

Parkland Theatre

Playwrights:
Joan Broadman
Christopher Durang
Jennifer Goran
Holworthy Hall
David Ives
Emily Jenkins
Leslie Liautaud
Robert Middlemass
Thom Miller
Brian K. Morris
Richard Morris

Directors:
Jennifer Goran
Rudolph Charles Harvy
Leslie Liautaud
Abigail Manekin
Michelle Mills
J.W. Morrissette
Chad A. Myler
Thom Schnarre
Travis Stern

Technical Director and Scenic Coordinator: David G. Dillman
Lighting Designers: Kris Kirkwood and Andrew Hart
Audio Designer: Joshua D. Stewart

November 4, 6 at 7:30pm
The Mansion, Funeral Parlor, The Philadelphia, Save Me, The Audition

November 5 at 7:30pm, November 7 at 3pm
No Evil, Due Upon Deceipt, Mercy Falls, The Age of Stupid, Part …

Assessment Of “Community Stepping Stones,” A Community-Based Youth Art Education Program, Jennifer E. A. Pedraza

USF Tampa Graduate Theses and Dissertations

Community Stepping Stones is an art education program whose objective is to

“provide education, mentor children and adolescents, enhance the community

economics, and enrich the quality of life in the community” (Community Steppping

Stones [CSS], 2009a). Community art education programs, particularly for youth, have

become increasingly popular as a way to address and prevent delinquent behavior.

However, art education programs have proven challenging to evaluate and sustain.

The goal of my thesis was to explore how Community Stepping Stones

implemented and evaluated a community-based youth arts education program

compared to other, similar programs and how the organization could make the …

The George-Anne, Georgia Southern University

The George-Anne

• Eagles Prepare to Win
• News
• Views
• Reviews
• Weekend Wrap
• Features
• Classifieds
• Sports

Spectrum, Volume 27, Issue 7, Sacred Heart University

Newspapers (Obelisk & Spectrum)

Highlights include: Dr. Cernera Resigns from Presidency -- Internet Helps Students With Work and Play -- May the Road Rise to Meet You -- Editors Choice -- Women's Volleyball Wins 19 Straight

2010-11-04 Unm News Minute, University Of New Mexico Communication And Marketing Department

UNM News Minute 2010

No abstract provided.

Kenyon Collegian - November 4, 2010

The Kenyon Collegian

No abstract provided.

Curriculum Minutes 11/04/2010, Curriculum Committee

Curriculum Committee Minutes

No abstract provided.

02-10-04 (The Liberty Champion, Volume 21, Issue 14)

2003 -- 2004

No abstract provided.

A Life-Cycle Assessment Of Cold-Formed Steel Enclosures Verses Alternative Enclosures In Commerical Buildings, K. J. Van, L. Xu

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

In North America, the operation of buildings accounts for approximately one third of the total energy use and greenhouse gas emissions each year. Over the life of a building, the total energy use is a combination of the embodied energy in the building materials and the operating energy of the building. Building enclosures (walls and roofs) have a huge impact on both the embodied energy and the operating energy of buildings. Historically, steel has been blacklisted as a material with a high embodied energy. This has led to a misconception that steel enclosures use significantly more energy than other enclosure …

Behavior And Design Of Axially Compressed Sheathed Wall Studs, L. C. M. Vieira Jr., B. W. Schafer

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

The objective of this paper is to summarize efforts in a multi year project dedicated to developing a reliable design method for cold - formed steel wall studs that rely on sheathing for bracing. Testing on single columns with sheathing, and full - scale walls with sheathin g, are summarized. Particular emphasis is placed on the observed limit states given the different sheathing conditions. The sheathing supplies beneficial restraint to the wall studs and the stiffness of this sheathing - based restraint is characterized exper imentally and analytically. A unique application of the Direct Strength Method of design is explored …

Lateral Torsional Instability Of Single Channels Restrained By Angle Cleats, G. M. Bukasa, M. Dundu Masce

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

A series of experiments on the lateral tors ional instability of single channels is presented. The channels are restrained by a purlin – angle cleat connection and subjected to a two point loading system in order to simulate a distributed load. Failure of the channels occurred by local buckling of the compression zone of the flange and web and lateral torsional buckling of the channels between points of lateral support. Tests have shown the purlin–angle cleat connection to be capable of restraining the frames from failing due to lateral-torsional buckling. This eliminates the idea of having fly-bracings, which is normally …

Extending Direct Strength Design To Cold-Formed Steel Beams With Holes, Christopher D. Moen, Benjamin W. Schafer

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

The extension of the American Iron and Steel Institute’s Direct Strength Method (DSM) to cold-formed steel beams with holes is nearly in place. DSM was first introduced to th e AISI specification in 2004 as an alternative to the effective width met hod, and is widely considered a major advancement in cold-formed steel component design. In DSM, the beam elastic buckling properties for a general cross-section are obtained with a computer analysis utilizing the finite strip method. A disadvantage of the finite strip method and DSM has been that discrete holes along the member length could not be easily accounted …

Load-Carrying Capacity Estimation On Cold-Formed Thin-Walled Steel Columns With Built-Up Box Section, Yuangqi Li, Xingyou Yao, Zuyan Shen, Rongkui Ma

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

The use of cold-formed thin-walled steel structural members has increased in recent years, and most of their sections are open section with only one symmetrical axis, which would likely fail by twisting and interaction with the others buckling mode, such as local buckling and distortional buckling. To improve the ultimate strength of columns, built-up box section can be used. In this paper, a series of loading capacity tests on high-strength cold- formed steel columns with built-up bo x section are presented, including 21 axially-compressed columns and 19 eccentrically-compressed columns sub- jected to bending moments about weak axis as well as …

Flexural And Cyclic Behaviour Of Hollow And Concrete-Filled Steel Tubes, S. Arivalagan, S. Kandasamy

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

This paper presents a study on the flexural and cyclic behaviour of concrete filled steel hollow beam sections. The specimens in-filled with normal mix concrete, fly ash concrete, quarry waste concrete and low strength concrete (Brick-bat-lime concrete) and hollow steel sections were tested. Measurements of strains and deflections were made under two-point loading. A theoretical model was also developed to predict the moment carrying capacity. The capacities of the beams were compared with the ultimate capacity obtained using the international standards EC4-1994, ACI-2002 and AISC-LRFD-1999. The result of the experimental investigation showed that the moment carrying capacity increases based on …

November 3, 2010 Cal Poly Report, Public Affairs Office

Cal Poly Report

No abstract provided.

Phoenix, 2010-11-03, Student Life

Phoenix

The Phoenix is a student newspaper published at Governors State University since August 2002. The newspaper features student reporting, opinions, news, and photos.

Easterner, Vol. 62, No. 7, November 3, 2010, Associated Students Of Eastern Washington University

Student Newspapers

This issue of the Easterner contains articles about an increase in crime rates on campus, the shooting of football recruit Devin Topps, new programs to provide high school students opportunities to earn college credits, the defeat of Initiative 1100 to allow the sale of liquor in non-state-run stores, composition instructor Timothy Greenup, the basketball season, the cross-country season, and the hockey season.

As Minutes 2010 11 03 Ast Proposal March 2010 Updated April 17

Faculty Assembly Documents

No abstract provided.

Evaluating The Lrfd Factor For Cold-Formed Steel Compression Members, Karthik Ganesan, Christopher D. Moen

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

This paper summarizes recent work to determine if the LRFD resistance factor for cold-formed steel compression member s can be increased above its current value of φ c =0.85. An experimental database of 675 concentrically loaded columns with plain and lipped C-sections, plain and lipped Z-sections, hat sections and angle sections, including members with holes was compiled. The predicted strength of each specimen was calculated with the AISI-S100-07 Main Specification and Direct Strength Method (DSM). Test-to-predicted strength statistics were employed with the first order second moment reliability approach in AISI-S100-07 Chapter F to calculate the resistance factors. The observed trends …

The 2008 Aisi Cold-Formed Steel Design Manual, Richard C. Kaehler, Helen Chen

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

The 2008 edition of the AISI Cold-Formed Steel Design Manual has been published. The new edition includes updated examples and design aids as well as newly developed example problems and design aids covering new material in the 2007 edition of the North American Specification for the Design of Cold-Formed Steel Structural Members . Also included are all current AI SI structural Test Standards.

Buckling Analysis Of Cold-Formed Steel Members With General Boundary Conditions Using Cufsm Conventional And Constrained Finite Strip Methods, Z. Li, B. W. Schafer

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

The objective of this paper is to provide the theoretical background and illustrative examples for elastic buckling analysis of cold-formed steel members with general boundary conditions as implemented in the forthcoming update to CUFSM. CUFSM is an open source finite strip elastic stability analysis program freely distributed by the senior author. Although the finite strip method presents a general methodology, the conventional implementation (e.g. CUFSM v 3.13 or earlier) employs only simply-supported boundary conditions. In this paper, utilizing specially selected longitudinal shape functions, the conventional finite strip method is extended to general boundary conditions, including the conventional case: simply-simply supported, …

Arc-Spot Welds For Multi-Overlap Roof Deck Panels, N. Guenfoud, R. Tremblay, C. A. Rogers

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

Roof deck construction often incorporates cold-formed steel panels that are connected to the underlying framing with the use of arc-spot welds. The welds are commonly located in areas where multiple layers of roof deck exist, such as at sidelaps or endlaps. CSA S136 restricts the use of multi-layer connections to being less than 2.5 mm thick; as well, the thickness of the supporting steel must exceed 2.5 times the aggregate thickness of the deck. In effect, the standard does not allow for the use of arc-spot welds for 18 ga (1.21 mm) and 16 ga (1.52 mm) roof deck panels. …

Cyclic Elastoplastic Large Displacement Analysis Of Cold-Formed Steel Box Columns Under Combined Action Of Axial And Bidirectional Lateral Loading, Iraj H. P. Mamaghani, Saman Montazeri

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

This paper deals with the cyclic elastoplastic large displacement analysis of cold-formed steel box columns under combined action of axial and bidirectional lateral loading. Cold-formed steel box columns are very useful in highway bridge pier construction as they offer flexible space requirement and provide speedy construction. Behavior of cold-formed steel box columns under earthquake-induced loads is rather complicated as earthquakes occur in an oblique direction. However, modern seismic design philosophies have been based on the behavior of structures under independent actions of uni-directional loading in orthogonal directions. In this study, inelastic cyclic behavior of steel columns subjected to constant axial …