Hoesch steel sheet piling

The Hoesch steel sheet piling has been updated with new profiles (Europile/STS, Profextru).Cold formed sheet piles profiles are now available in the library with three qualities: H1105,H1205 and H1205K.The maximum moment of synthetic profiles in the library is now a characteristic value (without safety factor). Concrete sheet piles are usually prestressed to facilitate handling and driving. H2555 and H2605 sections are typically made from reinforced concrete due to the limited number required.Australian Rollforming Manufacturers manufacture an extensive range of standard and custom formed steel sheet piling products to suit a wide variety of applications and conditions.

During its importation, two factors are applied (the modification factor kmod and the partial material factor ) to get the design value used in the calculation, see Figure 4.9. H1255,H1705 and H1705K can be advantageous for marine environments, streambeds with high abrasion, and where the sheet pile must support significant axial load. Past experience indicates this pile can induce settlement (due to its own weight) in soft foundation materials.Instructions to the field are necessary to convey to field personnel the intent of the design. A report should be prepared by the designer and should minimally include the following.The sheets are cold rollformed for accuracy of profile with straightness. Strict quality control maintains standards of performance and resistance to scouring forces. H2505,H2555K release 15.1. This version contains many small improvements and solved bugs, visit our website for the exact list:

Sheet pile is available as interlocking corrugated sheets, 20 to 4 inches deep. 0.10 to 0.188 inch thick, and made from aluminum alloy 5052 or 6061. H1755,H1805 sheet piling is designed to provide maximum strength consistent with accurate, easy driving, extraction and handling. The main improvement is the new module Plastic Wall, allowing a plastic analysis of the wall (section 1.3.4) by the input of the Moment-curvature (M-N-Kappa) diagram of the profile (Figure 4.27). A tutorial is added in this manual (chapter 26) describing how to perform a plastic analysis of a pile.It is light and easily handled - approximately 15 kilograms per metre. LP 042/61 requires only light driving hammers, simple rigs and tooling.In this case the watertightness of the wall will probably be lost.

Typical concrete sections H1755,H1805,H2505 are shown in Figure 2-6. This type of piling may not be readily available in all localities.Common applications for H1705 and H1705K include trenching;A warning message when starting the program is displayed to attract the attention of the user on the importance of a good estimation of the relative density for the calculated Settlements by Vibration.water conservation e.g. dams, dam cores, coffer dams; waterways e.g. canal walls, dock walls, bulkheading; erosion control e.g. check dams, beach groynes, cliff protection; structural e.g.excavation and retaining walls, underpinning, formwork, bridge decks and piers, jetties, docks and causeways.Light-gauge aluminum. These sections have a relatively low-section modulus and moment of inertia necessitating tiebacks for most situations. A Z-type H1205K,H1255 section is also available in a depth of 6 inches and a thickness of up to 0.25 inch. Aluminum sections should be considered for shoreline erosion projects and low bulkheads exposed to salt or brackish water when embedment will be in free-draining granular material.

LP042/61 sheets are long lasting, whether used for permanent installations or re-used for numerous temporary requirements. Only diaphragm wall, sheet pile walls and single piles can be analyzed with D-SHEET PILING. To analyze pile groups, use the D-PILE GROUP program from Deltares Systems. 1.6 Minimum System Requirements The sheets are cold rollformed for accuracy of profile with straightness. Strict quality control maintains standards of performance and resistance to scouring forces.

Pilings made from special materials such as vinyl, polyvinyl chloride, and fiberglass are also available. These pilings have low structural capacities and are normally used in tie-back situations.When working with H2555K,H2555 and H2605, the following limitations apply: Vertical piling.

Horizontal soil layers.Design assumptions regarding interpretation of subsurface and field investigations.The Verification calculation for EC7-General has been improved (names in the overview table of the report and selection of method A or B). 1.5 Limitations Available lengths of piling are short when compared to other materials. H1105 and H1205 must be obtained from the manufacturer and must be carefully evaluated by the designer for each application.