Transcription of Steel Sheet Piling Design Manual
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Steel Sheet PilingDesign ManualUnited States SteelUpdated and reprinted by U. S. Department of Transportation /FHWA with 1984 Complete data regarding these sectionswill be found in a separate publicationentitled USS Steel Sheet Piling ?H-Homestead, Pa. (Pittsburgh District)S-South Chicago (Chicago District)Sections PS32 and PSA28 ate infre-quently rolled and we do not advise theiruse in a Design unless an adequate ton-nage can be ordered at one time to assurea minimum Allowable Design Stresses- Sheet PilingSteel Brand or GradeMinimum YieldPoint, psiAllowable Design Stress,psi*USS-EX-TEN 55 (ASTM A572 GR 55)USS EX-TEN 50 (ASTM A572 GR 50)USS MARINER STEELUSS EX-TEN 45 (ASTM A572 GR 45)Regular Carbon Grade (ASTM A 328)*Based on 65% of minimum yield point.
the failure plane. These differential movements involve vertical displacements between the wall and backfill and create tangential stresses on the back of the wall due to soil friction and adhesion. The resulting force on the wall is, therefore, inclined at an angle to the normal to the wall.
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