Third report of the corrosion committee. By a joint committee of the iron and steel institute and the British Iron and Steel Federation to the Iron and Steel Indnstrial research Council. (Specinl Report No. 8.) Pp. is + 214. London Iron nnd Steel Institute, 1935

1935 ◽  
Vol 54 (49) ◽  
pp. 1064-1064
Keyword(s):  
Research Council ◽  
Iron And Steel ◽  
Steel Institute

BETHLEHEM LUKENS PLATE HPS-70W

Alloy Digest ◽  
2000 ◽  
Vol 49 (12) ◽  
Keyword(s):  
Fracture Toughness ◽  
Corrosion Resistance ◽  
Tensile Properties ◽  
High Performance ◽  
Iron And Steel ◽  
Cooperative Agreement ◽  
Federal Highway ◽  
High Performance Steel ◽  
Department Of The Navy ◽  
Steel Institute

Abstract BETHLEHEM LUKENS PLATE HPS-70W is a high-performance steel (HPS) developed through a cooperative agreement among the Federal Highway Administration (FHWA), the American Iron and Steel Institute (AISI), and the Department of the Navy. This steel is an improved version of ASTM A 709 grade 70W. This datasheet provides information on composition and tensile properties as well as fracture toughness. It also includes information on corrosion resistance as well as forming and joining. Filing Code: SA-506. Producer or source: Bethlehem Lukens Plate.

scholarly journals The Iron and Steel Institute

Nature ◽  
1909 ◽  
Vol 80 (2065) ◽  
pp. 384-385
Keyword(s):  
Iron And Steel ◽  
Steel Institute

Strength of cold-formed steel shear diaphragms

1979 ◽  
Vol 6 (1) ◽  
pp. 5-17 ◽  
Author(s):  
Paul Fazio ◽  
Kinh Ha ◽  
S. Chockalingam
Keyword(s):  
Air Force ◽  
Test Data ◽  
Seismic Design ◽  
Shear Capacity ◽  
Rational Method ◽  
New Approach ◽  
Iron And Steel ◽  
Cold Formed Steel ◽  
The U.S ◽  
Steel Institute

The design of light-gage steel corrugated shear diaphragms is not yet covered by the structural codes of many countries, including Canada. The shear capacity of steel diaphragms may be predicted by various approaches currently available, namely, those proposed by: (1) the American Iron and Steel Institute; (2) the Manual of seismic design of buildings, published by the U.S. Departments of the Army, Navy, and Air Force; and (3) the recommendations outlined in the current British code. In this paper, a rational method is proposed and the application of all the above methods is illustrated with reference to a specific example. Finally, the shear strengths of many diaphragms are predicted by the new approach developed by the authors and the results are compared to test data.

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