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Missouri University of Science and Technology

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

Series

2002

Articles 1 - 11 of 11

Full-Text Articles in Engineering

Standard Test Method For Determining The Web Crippling Strength Of Cold-Formed Steel Members, Roger A. Laboube, R. Schuster Oct 2002

Standard Test Method For Determining The Web Crippling Strength Of Cold-Formed Steel Members, Roger A. Laboube, R. Schuster

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.


Standard Test Method For Determining The Web Crippling Strength Of Cold-Formed Steel Members, R. M. Schuster, Roger A. Laboube Oct 2002

Standard Test Method For Determining The Web Crippling Strength Of Cold-Formed Steel Members, R. M. Schuster, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.


Performance Of Cold-Formed Steel-Framed Shear Walls: Alternative Configurations, Kelly A. Morgan, Mark A. Sorhouet, Reynaud Serrette Jun 2002

Performance Of Cold-Formed Steel-Framed Shear Walls: Alternative Configurations, Kelly A. Morgan, Mark A. Sorhouet, Reynaud Serrette

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

This report presents the results of twenty shear wall tests that were conducted to evaluate the performance of wall configurations not currently (2002) permitted in the building codes. Ten (10) walls were evaluated under reversed cyclic loading and the other ten (10) under monotonic loading. Brief descriptions of the test program and results are presented in the following paragraphs. The reversed cyclic load tests comprised 4 ft. x 8 ft. 54- and 68-mil framed walls with 7/16-in. OSB rated sheathing on one or both sides of the wall and 33-mil framed walls with 27-mil sheet steel. The sheet steel wall …


Standard For Cold-Formed Steel Framing -- General Provisions, American Iron And Steel Institute May 2002

Standard For Cold-Formed Steel Framing -- General Provisions, American Iron And Steel Institute

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

The material contained herein has been developed by the American Iron and Steel Institute Committee on Framing Standards. The Committee has made a diligent effort to present accurate, reliable, and useful information on cold-formed steel framing design and installation. The Committee acknowledges and is grateful for the contributions of the numerous researchers, engineers, and others who have contributed to the body of knowledge on the subject. Specific references are included in the General Provisions document. With anticipated improvements in understanding of the behavior of cold-formed steel framing and the continuing development of new technology, this material may eventually become dated. …


Standard For Cold-Formed Steel - General Provisions, American Iron And Steel Institute May 2002

Standard For Cold-Formed Steel - General Provisions, American Iron And Steel Institute

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

The material contained herein has been developed by the American Iron and Steel Institute Committee on Framing Standards. The Committee has made a diligent effort to present accurate, reliable, and useful information on cold-formed steel framing design and installation. The Committee acknowledges and is grateful for the contributions of the numerous researchers, engineers, and others who have contributed to the body of knowledge on the subject. Specific references are included in the General Provisions document.

With anticipated improvements in understanding of the behavior of cold-formed steel framing and the continuing development of new technology, this material may eventually become dated. …


Standard For Cold-Formed Steel Framing - Header Design, American Iron And Steel Institute May 2002

Standard For Cold-Formed Steel Framing - Header Design, American Iron And Steel Institute

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

The material contained herein has been developed by the American Iron and Steel Institute Committee on Framing Standards. The Committee has made a diligent effort to present accurate, reliable, and useful information on cold-formed steel framing design and installation. The Committee acknowledges and is grateful for the contributions of the numerous researchers, engineers, and others who have contributed to the body of knowledge on the subject. Specific references are included in the Commentary.

With anticipated improvements in understanding of the behavior of cold-formed steel framing and the continuing development of new technology, this material may eventually become dated. It is …


Standard For Cold-Formed Steel Framing Truss Design, American Iron And Steel Institute May 2002

Standard For Cold-Formed Steel Framing Truss Design, American Iron And Steel Institute

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

The material contained herein has been developed by the American Iron and Steel Institute Committee on Framing Standards. The Committee has made a diligent effort to present accurate, reliable, and useful information on cold-formed steel framing design and installation. The Committee acknowledges and is grateful for the contributions of the numerous researchers, engineers, and others who have contributed to the body of knowledge on the subject. Specific references are included in the Truss Standard document.

With anticipated improvements in understanding of the behavior of cold-formed steel framing and the continuing development of new technology, this material may eventually become dated. …


Overhang Effects On End-One-Flange Web Crippling Capacity Of Cold-Formed Steel Members, Michael W. Holesapple, Roger A. Laboube May 2002

Overhang Effects On End-One-Flange Web Crippling Capacity Of Cold-Formed Steel Members, Michael W. Holesapple, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.


Self-Drilling Screw Connections Subject To Combined Shear And Tension, Katherine Zwick, Roger A. Laboube Apr 2002

Self-Drilling Screw Connections Subject To Combined Shear And Tension, Katherine Zwick, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.


Test Verification Of The Effect Of Stress Gradient On Webs Of Cee And Zee Sections, Benjamin W. Schafer, Cheng Yu Mar 2002

Test Verification Of The Effect Of Stress Gradient On Webs Of Cee And Zee Sections, Benjamin W. Schafer, Cheng Yu

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.


Web Crippling And Bending Interaction Of Cold-Formed Steel Members, R. M. Schuster, J. A. Wallace, Roger A. Laboube Mar 2002

Web Crippling And Bending Interaction Of Cold-Formed Steel Members, R. M. Schuster, J. A. Wallace, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

A new web crippling design approach has recently been adopted by the American Iron and Steel Institute and the North American Specification for the Design of Cold-Formed Steel Structural Members, November 9, 2001 Draft Edition (NAS, 2001). The current web crippling and bending interaction equations for single-web sections in the Specification (NAS, 2001) are based on the previous web crippling methods. As well, the moment component of the interaction equations was based on the previous reduced web strength method instead of the stress gradient approach that is now contained in the Specification (NAS, 2001). Based the available data found in …