/t1.15752-9/69294889_818654625215660_3936703311968731136_n.jpg?_nc_cat=10 1 BTS DVDS - BTS IN... Chegg Tutors TO Watch Movies Onli... Asian Dr SINENUn vi Deformation Due to Axial Loads 1. CE Board Nov. 2012 A hollow cast-iron pole has an outside diameter of 450 mm and an inside diameter of 350 mm. It is subjected to a compressive force of 1200 kN (wt. included) throughout its length of 1.2 m. The pole is braced to prevent bending and buckling. E = 100 GPa. What is the resulting stress due to the compression force? a) 22.15 MPa c) 7.54 MPa b) 12.47 MPa d) 19.1 MPa Find base a) 3 If the calc C A rigid b by a roc D, as s due to b Calculate the total contraction of the member due to the compressive force. a) 0.09 mm b) 0.23 mm c) 0.15 mm d) 0.18 mm Find the load that would result to a total compressive strain of 0.003 mm/mm. a) 4771 kN c) 1885 kN b) 2886 kN d) 3150 kN 2. CE Board Nov. 2012 A steel pipe column is supported on a circular H