Answer:
Bending stress at point 3.96 is \sigma_b = 1.37 psi
Explanation:
Given data:
Bending Moment M is 4.176 ft-lb = 50.12 in- lb
moment of inertia I = 144 inc^4
y = 3.96 in
[tex]\sigma_b = \frac{M}{I} \times y[/tex]
putting all value to get bending stress
[tex]\sigma_b = \frac{50.112}{144} \times 3.96[/tex]
[tex]\sigma_b = 1.37 psi[/tex]
Bending stress at point 3.96 is [tex]\sigma_b[/tex] = 1.37 psi