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  1. windkiss

    Minimum shear spacing at LAP in bored pile

    Thank you for the reply The situation is the Contractor prefers to apply Lap splice with the helical pitch is 300 throughout the non-required shear rebar zone. If we follow the Contractor's instructions, the independence check may reject the design so I need some Code of practice or guidelines...
  2. windkiss

    Minimum shear spacing at LAP in bored pile

    Do we need to apply the minimum shear spacing at LAP according to EN 1992-1-1:2004 (C8.7.4.2) for the Bored pile? (the spacing should be lesser than 150mm (Fig. 8.9) I saw many practices drawing this principle is not applied Is there any Code of practice or guideline that says we can ignore this...

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