Steel H-Piles Sample Clauses

Steel H-Piles. Steel Tonnage (ST) = (UW) (Q) / 2000 where: UW= Unit Weight of the Steel Beam* (pounds per foot) Q = Quantity (linear feet) of steel piles paid on current estimates processed during the applicable 3-month period. * The unit weight of steel will be the second of the two numbers associated with the size designation for the beam as cited in the item description (i.e. If the item description is "Steel Beam Bearing Piles, HP12x74", the unit weight of the steel is 74 pounds per foot).
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Steel H-Piles. It is expected that steel would be driven to/into the underlying sandstone/mudstone bedrock to develop the required capacity. Steel piles should be driven using a hammer with a rated energy of at least 350 J/cm2 of net steel cross sectional area. Previous experience has shown that an actual delivered energy in the order of 200 J/cm2 is required to attain the allowable contact stress given below. Refusal may be taken as 10 blows for the last 25 mm of pile penetration. Actual penetration depths of steel piles into the sandstone/mudstone bedrock will depend on the driving energy delivered and the bedrock condition/strength at the pile locations. Previous experience has shown that penetration depths can vary significantly from site to site or within the same site, depending on the rock quality and strength, and can range from less than 1 m to 2 m or more. The vertical capacity of steel piles driven to refusal, as defined above, may be determined using an allowable contact stress of 50 MPa for steel H and open end pipe piles (based on net steel area). An allowable bearing pressure of 7 MPa may be used for the design of closed end pipe piles (based on xxxxx xxx xxxx). Re-tapping of some piles (e.g., 25 percent) within a 48-hour period is recommended to assess relaxation effects, and the requirement to re-tap additional piles. The settlement of piles installed as outlined above and proportioned for the expected loads would be negligible. For the analysis of lateral resistance, an effective pile width of two times the pile diameter may be used.
Sample 1

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