(a) The column shown in Figure Q3 below is constructed from high-strength concrete and  six steel reinforcing bars. The Young’s modulii for the steel and concrete are Est = 210  GPa and Econ = 35 GPa respectively.

Elements Of Electromagnetics
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(a) The column shown in Figure Q3 below is constructed from high-strength concrete and 
six steel reinforcing bars. The Young’s modulii for the steel and concrete are Est = 210 
GPa and Econ = 35 GPa respectively.
i. If the column is subjected to an axial force of 175 kN, show that using a bar 
diameter of 43.8 mm for the steel bars will result in 40% of the load being carried by 
the concrete with the remainder carried by the steel; (12 marks)
ii. Hence, evaluate the axial deformation of the column (5 marks)
iii. Evaluate the average normal stresses in the concrete and in each steel bar
(4 marks) 

120 mm
175 kN
1.4 m
Figure Q3
Transcribed Image Text:120 mm 175 kN 1.4 m Figure Q3
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