FLEXURAL DESIGN MOMENT EQUATIONS:

The following design steps need to be executed to determine the slab adequacy having irregular column layout.
Step-1: Divide the slab into suitable triangles and select the triangle with the biggest span length “L ” and linear load “W ”.
Step-2: Minimum slab thickness\(\mathbf{H}_{\mathbf{\min}}\) ( ACI 318-14 code for minimum thickness)