One end of a uniform rod of mass M and cross-sectional area A is suspended from the other end. The stress at the mid-point of the rod will be :
The weight of suspended mass is given as,
W1=mg
The weight of the rod acting at the midpoint is given as,
W2=mg2
The stress at the midpoint is given as,
σ=W1+W2A
σ=mg+mg2A
σ=3mg2A