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  • Users: KGJ
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  1. KGJ

    MInimum ACI 318 Shear Reinforcement for drilled concrete piers

    I am designing some laterally loaded drilled reinforced concrete piers (on the order of 6' to 9' in diameter). I am using ACI 318-02 (I do have 08 on order - so I apologize). Section 11.5.5.1 requires a minimum amount of shear reinforcement if the factored shear force, Vu, exceeds 1/2 of the...
  2. KGJ

    W6x15.5

    Does anyone have section properties for a W6x15.5? I only have the AISC 13th edition. Any help would be much appreciated.

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