Steel Sheet Piling Design Manual - mcipin.com

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. Some increase for temporary Overstressesgenerally Sheet PilingDesign ManualNotice The information, including technical and engineering data, figures, tables,designs, drawings, details, suggested procedures, and suggested specifications,presented in this publication are for general information only.

Three basic types of sheet pile structures are considered: (3) cantilevered and anchored retaining walls, (2) braced cofferdams and (3) cellular cofferdams. Consideration is also given to the design of anchorage systems for walls and bracing systems for cofferdams. The design procedures included in this manual are in common use today by most

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  Manual, Design, Sheet, Steel, Piling, Cofferdam, Steel sheet piling design manual, For cofferdams

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