Net Section Efficiency of Steel Coupons with Power Actuated Fasteners

Author:

Beck Hermann1,Engelhardt Michael D.2

Affiliation:

1. Fastening Technology and Approvals, Hilti Corporation, Schaan, Liechtenstein.

2. Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. American Institute of Steel Construction (AISC). (1989). Specification for structural steel buildings; allowable stress design and plastic design Chicago.

2. American Institute of Steel Construction (AISC). (1993). Load and resistance factor design for structural steel buildings Chicago.

3. American National Standards Institute (ANSI). (1995). “American national standard for construction and demolition—powder actuated fastening systems—safety requirements.” A10.3 New York.

4. ASTM. (1997). “Standard test methods and definitions for mechanical testing of steel products.” A370-97a West Conshohocken Pa.

5. ASTM. (1998). “Standard specification for steel sheet and strip high strength low-alloy columbium or vanadium or both hot-rolled and cold-rolled.” A607-98 West Conshohocken Pa.

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