Consider a long steel bar under a tensile stress due to force F acting at the edges along the length of the bar (see figure). Consider a plane making an angle with the length. The tensile stress is maximum in that plane when θ=
A steel wire of length 3.2 m (Ys = 2.0 × 1011 Nm-2) and a copper wire of length 4.4 m (Yc = 1.1 × 1011 Nm-2), both of radius 1.4 mm are connected end to end. When stretched by a load, the net elongation is found to be 1.4 mm. The load applied, in Newton, will be:
\((Given: π = \frac{22}{7})\)