BEAMS:MAXIMUM COMPRESSION reinforcement = 4% of gross areaMaximum tension reinforcement = 4% of gross areaReinforcement of different SECTIONS:For Beams:Maximum reinforcement = 4% of gross areaMinimum reinforcement = 0.85bd/fyFor column: Maximum reinforcement = 6% of gross areaMinimum reinforcement = 0.8% of gross areaFor slab:Minimum reinforcement = 0.15% of gross area(For mild steel)Minimum reinforcement = 0.12% of gross area(For HYSD bars)