Given the reaction and axial forces in the figure, determine the vertical displacement produced at join E by the external loads and the settlement If the of gyration of the section of member AB are in acid and will this member buckle under the applied compression force? Solution Note : Please provide Value of E and I for exact calculationK1 (Al the forces given in the member ) x 2K11 = k1 x2K2 (Due to settlement at A)(-6 X EI X DELTA/L){K1x K2 x L/(A X E)]K1 x L/(AE)1+2-16.67-33.34-12200.04-16.67183.37-490.18-980.36-125882.16- 490.185391.9850.62101.24-12-607.4450.62-556.82-57.14-114.28-12685.68-57.14628.5400- 12000-357.14-714.28-124285.68-357.143928.54-57.14-114.28-12685.68-57.14628.54Assuming equal length for all member Note : Please provide Value of E and I for exact calculation.