Performance of Edge-Loaded Cold-Formed Steel Built-Up Box Beams-Reference-Cited by-同舟云学术

Performance of Edge-Loaded Cold-Formed Steel Built-Up Box Beams

Published:2004-08 Issue:3 Volume:9 Page:170-174
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Serrette Reynaud L.¹

Affiliation:

1. Associate Professor of Civil Engineering, Santa Clara Univ., Santa Clara, CA 95053.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282004%299%3A3%28170%29

Reference6 articles.

1. American Iron and Steel Institute (AISI). (1996). Design specification for cold-formed steel structural members Washington D.C.

2. Daudet L. R. (2000). “Pilot tests on built-up floor headers shed light on capacity.” Newsletter for the Light Gauge Steel Engineers Association Nashville Tenn. October.

3. International Conference of Building Officials Evaluation Service Inc. (ICBO ES). (1997). “Dart® brand self-drilling/self-tapping steel screws.” Evaluation Rep. 5202 Whittier Calif.

4. International Conference of Building Officials Evaluation Service Inc. (ICBO ES). (1998). “CEMCO structural steel framing and partition steel.” Evaluation Rep. 3403-P Whittier Calif.

5. RSG Software. (1998). Cold-Formed Steel design software version 3.04 Lee’s Summit Mo.

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