Cross-sectional area of the bar = A = π/4.d2 = π/4(50)2 = 1962.5 mm2
(i)Instantaneous elongation of bar ;
δL = WL/AE = (2500 × 3000)/(1962.5 × 2 × 105) = 0.01911mm
This elongation is very small as compared to 120mm height of fall and as such can be neglected
Accordingly stress induced in the bar can be worked out by using the relation.


(ii) Instantaneous elongation
δL = WL/AE = (25000 × 3000)/(1962.5 × 2 × 105) = 0.1911mm
This elongation is comparable to 10 mm height of fall. Further the falling weight is large and hence extension of the bar cannot be neglected. Accordingly stress induced in the bar is worked out from the relation.

