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  • Users: ccr
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  1. ccr

    Conc. Wall on Soldier Pile W/ Tiebacks

    I have done similar systems before and prefer to use 75 to 100 psi Control Density Fill (CDF) for the fill around the piles. This material is easily removed by hand tools but should not be counted on to provide any composite action.
  2. ccr

    Anchor bolts - Galvanized or not?

    We do a lot of work in the oil industry and standard practice is to have A36 anchor bolts galvanized per ASTM A153.
  3. ccr

    Rebar Design/Shear Values

    ACI 318 section 11.7 addresses shear-friction design for perpendicular reinforcing.
  4. ccr

    Earthquake forces resulting from weight of water in tanks

    Also API 650 appendix F covers sloshing effects for tanks.

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