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)