Step 1: Understanding the Question:
Simply supported beam 6m, UDL 20kN/m, 100×200mm. Find τ_max.
Step 2: Key Formula (Alternate):
V_max = wL/2 (at supports). τ_max = 1.5×V_max/A.
Step 3: Detailed Explanation:
Total load=20×6=120kN. R_A=R_B=60kN. V_max=60kN=60000N. A=100×200=20000mm². τ_avg=60000/20000=3. τ_max=1.5×3=4.5 N/mm². Note: If answer key shows 9, it may have used total load instead of reaction.
Step 4: Final Answer:
Maximum shear stress is 4.5 N/mm².