The ethanol containing vertical storage column is typically a leak proof tank which is used to store the liquid and fine powder. To exploit the storing capability, these columns are generally precise high normally above 27meters with a circular cross section. The task arranged is that the agitator and the vertical pole are necessary to be on the equal podium. Due to this the pole is predisposed to vibrations from the Campaigner. This was needed to optimize the natural frequency of the column. Stiffeners /Support are  fond of  to the column  plate  to  reinforce  the  column  counter to  pressure  force,  to  minimize the vibrations of the plate and to become rigid plate against buckling. Stiffeners must be set apart  at  some  suitable  positioning  so  that  plate  stress  is  low  than  permissible  stress.  If  column  panel  tallness  or  breadth  is  less  than  acceptable  plate  span  then  according to assumption column  doesn’t  requires  stiffeners/support.  Though  if  column  lifted  or  handles  in  one  piece  then,  some  stiffening  may  be  required  to  keep column  shape. Rise the stiffness by growing stiffeners/supports leads to load increase so no actual variance in rate of recurrence. By reducing mass of column and that can be possible only by selecting proper material. The objective of entire effort is to design of the vertical column in such a way that the natural frequency of the column can be optimized. As number of supports (horizontal) are increasing the natural frequency of column is also increasing, but at same time weight is also increased. So in order to optimize design the weight of column provided by support must be reduced. After optimize the structure of support and carrying out pre stressed modal analysis the targeted natural frequencies (>16 Hz) is obtained in the structure.