Breaking stress = 8 x 10⁸ N/m²
C/S Area of the upper wire A= 0.006 cm² =0.006/10000 m²
C/S area of the lower wire A' = 0.003 cm² =0.003/10000 m²
(a) Let the length of each wire =L and the maximum load on the hanger W
Total load on the lower wire =W+m₁
The stress on the lower wire =(W+m₁)g/A'
= (W+10)g/(0.003/10000) N/m²
= (W+10)g*10⁷/3 N/m²
If we equate it to breaking stress,
(W+10)g*10⁷/3 = 8 x10⁸
→W =(3*80/g)-10 kg =240/10 -10 =24-10 =14 kg
The load on the upper wire =W+m₁+m₂ =W+10+20 =W+30 kg
The stress on the upper wire =(W+30)g/A
=(W+30)g/(0.006/10000) N/m²
=(W+30)g*10⁷/6 N/m²
Equating it to breaking stress, (W+30)g*10⁷/6 = 8 x10⁸
→W =6*80/10-30 =48-30 =18 kg
Since the lower wire reaches the breaking stress with a lower weight, the maximum weight W =14 kg. The lower wire will break first.
(b) If m₂ = 36 kg
The stress on upper wire =(W+10+36)g/A
=(W+46)g/(0.006/10000)
=(W+46)g*10⁷/6
Equating with breaking stress, (W+46)g*10⁷/6 =8 x10⁸
→W =6*80/10-46 =48-46 =2 kg
So now the maximum load on the hanger = 2 kg and the upper wire breaks first.