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  • Users: aghaj
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  1. aghaj

    Effective depth of deep cantilevers

    I am designing a footing on rock. It is 800 deep and projects 300 beyond the column face. There are references available for deep simply-supported and continuous beams, for example, page 706 "Reinforced Concrete Structures"; Park and Paulay. Could someone provide me corresponding...
  2. aghaj

    Shrinkage Strip calculations

    There are many arbitrary rules for provision of shrinkage strips in concrete floors. I am looking for a rational method for calculating shrinkage strips spacing.
  3. aghaj

    Confinement of serviceability compression reinforcement in beam

    compression reinforcement is sometimes provided in beams solely for the purpose of reducing time-delayed deformations due to creep and shrinkage of concrete. Does this reinforcement need be confined (with ties)? What rules govern the termination points of such compression reinforcement?

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