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  • Users: artnkman
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  1. artnkman

    Vertical Spacing of Column Ties

    I have a semi-circle column, 14" in diameter supporting a balcony slab. The equivalent circular compression member for this column shape is adequate to carry the design load. ACI 318 (7.10.5.2) states that the vertical spacing of the ties should not exceed the least dimension of the compression...
  2. artnkman

    Epicore SLab

    In the Epicore Composite Floor System, the units serve as a form, total positive reinforcement, and partial temperature reinforcement for the slab. If the deck is badly corroded (midspan of the slab), any suggestions as to how to remedy the problem and restore back the structural integrity of...
  3. artnkman

    archstyl & archtitl fonts

    When using the abovementioned fonts, the autocad ways of writing degrees (%%d) or diameter (%%c) do not work. Any suggestions?
  4. artnkman

    Soil Bearing Capacity for N-Values of SPT

    Is there any reference material that lists values of soil bearing capacities for various soil types given the N-values taken from Standard Penetration Tests?
  5. artnkman

    Soil Bearing Capacity from N-values of SPT for Design Purposes

    Is there any reference material available that gives values of soil bearing capacity for various soil foundation types (e.g. compacted sand and gravel, etc) using  corresponding N-values obtained from Standard Penetration Tests?

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