the cross sectional area,A = (22/7d2)/4= (22/7*302)/4 = 707.143mm2
a)stress = load/area = 30000/707.143 = 42.424N/mm2
b)strain = stress/young's modulus = 42.424/200000= 0.00021212
c)elongation = load*length/area* young's modulus = 30000*2000/707.143*200000 = 0.424mm
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