Evaluation of Tensile and Bearing Capacities of Cold-Formed Steel Connections Attached with Pneumatically Driven Pins-Reference-Cited by-同舟云学术

Evaluation of Tensile and Bearing Capacities of Cold-Formed Steel Connections Attached with Pneumatically Driven Pins

Published:2003-09-08 Issue: Volume: Page:
ISSN:
Container-title:Architectural Engineering 2003
language:
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Author:

Baur Stuart Werner¹¹,Suaris Wimal¹¹

Affiliation:

1. Ass. Prof., Dept. of Civ. Arch. and Envr. Engrg., Univ. of Missouri-Rolla

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40699%282003%2942

Reference10 articles.

1. Yu W.W. (1991). Cold -Formed Steel Design Second Edition John Wiley and Sons Inc. New York.

2. Intertek Testing Services NA Inc. Report J98-00427 (1998). Negative Load Test Nominal 4-foot by 8-foot Panels Steel studs 2-feet on centers ET&F pneumatically driven pins AGS-100-0150 Jan.

3. International Conference of Building Officials (ICBO). (1995). Report No. 4144 Plywood Deck Diaphragms and Shear Walls Attached with ET&F Fastening Systems Inc. Dec.

4. American Iron and Steel Institute (AISI). (1996). Specification for the Design of Cold-Formed Steel Structural Members

5. Pekoz Teoman (1990). Design of Cold-Formed Steel Screw Connections Tenth International Specialty Conference on Cold-Formed Steel Structures St. Louis Missouri Oct. 575-587

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