Step 1: Understanding the Question:
At centroid of beam cross-section, what are bending stress and shear stress?
Step 2: Key Formulas (Alternate):
σ=My/I. At NA, y=0 → σ=0. τ=VAȳ/Ib. At NA, first moment Aȳ is maximum → τ=τ_max.
Step 3: Detailed Explanation:
Centroid lies on neutral axis. Bending stress is zero there (y=0). Shear stress is maximum there (Aȳ max for most sections). Options stating bending stress is zero are correct; shear stress is not zero.
Step 4: Final Answer:
Bending stress is zero. Shear stress is maximum (not zero).