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In every bent beam, the compressed fibre and the stretched fibre, situated at units' distance from the neutral zone, develop elastic reactions always in the same ratio as the final resistances of the material to rupture by compression and extension.
In every bent beam, the compressed fibre and the stretched fibre, situated at units' distance from the neutral zone, develop elastic reactions always in the same ratio as the final resistances of the material to rupture by compression and extension.
Resistance of Beams to Flexure
Barnard, John G. (author)
Transactions of the American Society of Civil Engineers ; 3 ; 123-128
2021-01-01
61874-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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