The tof face Of asymmetrically oaded Colum nis is applied at F Shown below . load of 1200 KN and acts vertically downwards The load is OFfset by the dimensions given e= 90 m f=35 mm. 150 MM 250mm Compiete the table Bending Total Stress Station Direct Bending Stress aboutY-X Stress Stress about X-X B. D. Using the column below draw at convinient Scake the SOme Stress distcibution for the loaded Column and hence indicate the Position of the neutlal axis.