Specification: Soldier Pile and Lagging Wall Design
Nov 27, 2019 · We recommend using steel with a minimum yield stress (F y) of 50 ksi (ASTM A709[M] grade 50) for soldier pile beam sections. Per ODOT Bridge Design Manual, Section 302.4.1.1.C, ASTM A709[M] grade 36 is not recommended and is being discontinued by the steel mills. ................
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