Digital Commons Network^™

Broadly Speaking - October 16, 1998, Nova Southeastern University

Broadly Speaking

No abstract provided.

The Tiger Vol. 92 Issue 8 1998-10-16, Clemson University

Tiger Newspapers

No abstract provided.

The New Hampshire, Vol. 88 [89], No. 14 (Oct. 16, 1998), The New Hampshire

The New Hampshire Print Edition

An independent student produced newspaper from the University of New Hampshire. This volume was printed as 88, but it is the 89th volume in the series. This was corrected in pencil.

The Bg News October 16, 1998, Bowling Green State University

BG News (Student Newspaper)

The BGSU campus student newspaper. October 16, 1998. Volume 82-Issue 38.

Panther- October 1998 - Vol. Lxxvi, No.4, Prairie View A&M University

PV Panther Newspapers

No abstract provided.

The Parthenon, October 16, 1998, Marshall University

The Parthenon

No abstract provided.

Newscope - October 16, 1998

Newscope

No abstract provided.

Daily Eastern News: October 16, 1998, Eastern Illinois University

October

No abstract provided.

College Voice Vol. 22 No. 5, Connecticut College

1998-1999

No abstract provided.

The Hilltop 10-16-1998, Hilltop Staff

The Hilltop: 1990-2000

No abstract provided.

Whalesong 1998-10-16 (V.20 No.2), N/A N/A

Whalesong

No abstract provided.

October 16, 1998, The Daily Mississippian

Daily Mississippian (all digitized issues)

No abstract provided.

Chimes: October 16, 1998, Calvin College

Chimes

Campus smoking restrictions considered by Suzanne Winter

Fish House robbed Sunday by John J. Vander Meer

Calvin student recounts captivity in the Congo due to civil war outbreak by Matt VandeBunte

Congress lowers student loan rates, changes aid by Amanda Whittaker

Depression is a leading student problem by Melissa Slager

Cross country teams earn national prominence as powerhouses by Ryan DeVries

New sub-committee to govern student media by Nathan VanderKlippe

Guidelines, Florida Ornithological Society Records Committee Rules And Procedures As Adopted October 16, 1998, Florida Ornithological Society

Florida Ornithological Society - Records - Full Collection

Rules and procedures of the Florida Ornithological Society’s Records Committee, including duties of members, definitions, and an appendix on judging the status of exotic species in Florida.

The Daily Egyptian, October 15, 1998, Daily Egyptian Staff

October 1998

No abstract provided.

The Cord Weekly (October 15, 1998)

The Cord

No abstract provided.

Chanticleer | Vol 47, Issue 6, Jacksonville State University

Chanticleer

No abstract provided.

A Type Catalog Of Fossil Invertebrates (Mollusca: Coleoidea, Monoplacophora And Scaphopoda) In The Yale Peabody Museum, Russell D. White

Postilla

Type material for 16 nominal species of fossil Coleoidea, Monoplacophora and Scaphopoda are in the Invertebrate Paleontology Collections of Yale University's Peabody Museum of Natural History. Primary types for 6 nominal species include 4 holotypes, and 4 syntypes (representing 2 nominal species). Secondary types for 2 nominal species include 2 paratypes. Tertiary types for 6 nominal species include 19 hypotypes. Most types are from New York, Nova Scotia, Oklahoma and South Dakota and have been described by J.S. Peel, P.E. Raymond, L.W. Stephenson and K.M. Waage.

Faculty Senate Minutes, Oct. 15, 1998, Eastern Kentucky University, Faculty Senate

Faculty Senate

No abstract provided.

Eastern Progress - 15 Oct 1998, Eastern Kentucky University

Eastern Progress 1998-1999

No abstract provided.

Buckling Mode Interaction In Cold-Formed Steel Columns And Beams, C. Jiang, Viorel Ungureanu, J. Michael Davies

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

The buckling behaviour of cold-formed steel columns and beams is far from simple. The three generic forms of buckling, namely local buckling, distortional buckling and overall buckling, generally have different wavelengths and are usually restricted to different span ranges. However, there is also the possibility of interaction among these buckling modes at a certain span length. Thus, local plate buckling and distortional buckling may occur together with lateral-torsional buckling in such a way that they all have an influence on the ultimate load carrying capacity of a member. The influence of local buckling is taken into consideration in design codes …

Seismic Design Of Light Gauge Steel Structures: A Discussion, Reynaud Serrette

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

In a highly competitive and aggressive construction market, designers are always looking for new, proven ways to design safe, economical building structures. This is even more relevant in tract residential construction where a few dollars saved on one detail can affect who is awarded a project. In residential construction, a complete load bearing light gauge steel (LGS) system is now somewhat commonplace in the United States. Architects and engineers who once designed almost exclusively with other conventional materials are now consider LGS as an alternative. Although, it is feasible to make a direct substitution of LGS for conventional wood framing, …

The Local Buckling Strength Of Partially Stiffened Type 3cr12 Stainless Steel Compression Elements In Beam Flanges, G. J. Van Den Berg

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

In this study the effect of the non-linear behaviour of stainless steels on the local buckling strength of partially stiffened compression elements in beam flanges is studied. The steel under investigation is Type 3CR12 stainless steel. Lipped channels were placed back to back to form a doubly symmetric lipped I-section. The different pIasticity reduction factors suggested in the ASCE3 and South African13 stainless steel design specification for stiffened and unstiffened compression elements are used to compare experimental results with theoretical predictions. It is concluded that the ASCE3 and South African13 stainless steel design specifications overestimate the local buckling stress in …

A Non Linear Design Model For Continuous Multi-Span Light Gauge Sheeting And Members, Leopold K. Sokol

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

The calculation of profiled sheeting and members by using the post-critical stage in which a plastic hinge is originated at the internal support is possible provided that the relationships between the support moment, reaction and hinge rotation are known. There are two alternative procedures of testing for obtaining these data: double-span test or internal support test. In the second one, instead of a global behaviour, only the local relationships between the three above characteristics are determined. When calculating with the model proposed in Eurocode 3, Part 1.3, the above two different test procedures do not lead to close enough results. …

Behaviour Of Locally Buckled Singly Symmetric Columns, Ben Young, Kim J. R. Rasmussen

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

An experimental investigation into the behaviour of locally buckled cold-formed plain and lipped channel columns compressed between fixed and pinned ends is described in this paper. It is shown experimentally that local buckling does not induce overall bending of fixed-ended singly symmetric columns, as it does of pin-ended singly symmetric columns. Consequently, local buckling has fundamentally different effects on the behaviour of fixed-ended and pin-ended singly symmetric columns. In order to demonstrate this result experimentally, a series of tests was performed on plain and lipped channels brake-pressed from high strength structural steel sheets. The different effects of local buckling on …

Understanding Pullover, Jonathan Sabia Kreiner, Duane S. Ellifritt

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

Self drilling screws are often used for attaching roof and wall panels to structural framing and are subjected to tensile loads caused by negative wind pressures. Pullover failure is often associated with this loading condition, which occurs when It fastener pulls through a metal panel but remains attached to the structural framework underneath. The American lron and Steel Institute (AISI) has developed several standard tests for pullover and has included a design criterion for pullover in their specification. However, previous research at the University of Florida has found one particular test and the AISI Specification Section E4.4.2 to be un-conservative. …

College Senate Minutes October 15, 1998, Bronx Community College Senate

BCC Governance Archives

Minutes for the meeting of the College Senate on October 15, 1998.

Spartan Daily, October 15, 1998, San Jose State University, School Of Journalism And Mass Communications

Spartan Daily (School of Journalism and Mass Communications)

Volume 111, Issue 33

Behaviour Of Thin G550 Sheet Steel Bolted 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 bolted connections tested in shear, which were composed of 0.42 mm G550, 0.60 mm G550 and 0.60 mm 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 bolted connections are made, along with the calibration of applicable limit states resistance equations for the three observed modes of failure; end pull-out, bearing, and net section fracture.

Lateral Load Strength Of Screw Connections In 29ga Metal, G. A. Anderson, V. C. Kelley

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

The results of 300 tests on screwed connections in shear are presented. The load capacity of screws in a row is shown to be additive and screws placed in narrow ribs of 29ga steel have the same strength as screws placed in flat sheets. The AISI equation for tilting strength of screw connections under predicts the strength of the screw connections tested. A regression equation is developed for tilting and compared to the AISI tilting equation and a third party test data. The regression equation is more accurate but less precise than the AISI equation.