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HIGHER STRENGTH STEELS MEAN REDUCED WEIGHT WITH ECONOMY
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English
Abstract
Optimum design studies of structural members are presented to determine how higher strength steels can be used to their greatest advantage. In addition to the yield points and the modulus of elasticity, the prices of the different steels are found to influence the proportioning of some structural members. The results of the investigations show that the weight savings obtained with higher strength steels are in many instances accompanied by significant material-cost savings.
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Citation
Haaijer, G., "HIGHER STRENGTH STEELS MEAN REDUCED WEIGHT WITH ECONOMY," SAE Technical Paper 610511, 1961, https://doi.org/10.4271/610511.Also In
References
- “Specification for the Design of Light-Gage Cold-Formed Steel Structural Members,” 1960 American Iron and Steel Institute New York 17, New York
- Bleich Friedrich “Buckling Strength of Metal Structures,” McGraw-Hill New York, N. Y 1952
- Haaijer G. Thurlimann B. “Inelastic Buckling in Steel,” Transactions, American Society of Civil Engineers 125 Part I 1960 308 344
- Beedle Lynn S. “Plastic Design of Steel Frames,” John Wiley and Sons, Inc. New York, N. Y. 1958