All the points from 1 to 4 must be answered accurately.
My group is C3 steel slab with R C beam from the table in the assignment. The initial conditions and boundary conditions are shown in the table.

NOTE: Beams supporting slabs are 230 mm width, likewise the columns supporting beams are 230 mm. The sketch of slab and beam is in the assignment.

Also explain describe all the procedures and theory

The Matlab code has to be include in the report because I need to give it lecturer to open the solution made here using matlab

All the reference has to be submitted with the solutions in Harvard format
No plagiarism in the report please