Concrete Slab Capacity Based on ACI 318-02 / CBC 2001
- Loads on the RCC Slab. Self-weight= concrete unit weight * Volume of concrete. = 24 * 0.1= 2.4 KN/m2 …
- Loads on the Beam. Self-weight= concrete unit weight* beam width*beam height. =24 * 0.28*0.25= 1.68 KN/m. …
- Compute Applied Moment. Assume partial fixity of columns. …
- Geometry of the Original Section.
