Analyse a self-supporting masonry chimney of height 20m above the ground level for Guwahati city. The diameter of cylindrical part of the chimney is 2m. The foundation has to rest on medium type of soil having bearing capacity 150kN/m2. The topography at the site is flat and location is terrain. The wind pressure can be assumed as 1.5kN/m2, The allowable stress of masonry is 13000kN/m2. Assume any suitable data tecessary