Civil MDC

Concrete Slab Capacity Based on ACI 318-02 / CBC 2001 2

Concrete Slab Capacity Based on ACI 318-02 / CBC 2001

  1. Loads on the RCC Slab. Self-weight= concrete unit weight * Volume of concrete. = 24 * 0.1= 2.4 KN/m2 …
  2. Loads on the Beam. Self-weight= concrete unit weight* beam width*beam height. =24 * 0.28*0.25= 1.68 KN/m. …
  3. Compute Applied Moment. Assume partial fixity of columns. …
  4. Geometry of the Original Section.

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