A. Effective depth of slab from periphery of column/drop panel B. D/2 from periphery of column/capital/ drop panel C. At the drop panel of slab D. At the periphery of column
A. Increased by 10% for bars in compression B. Increased by 25% for bars in compression C. Decreased by 10% for bars in compression D. Decreased by 25% for bars in compression
A. Higher compressive strength of con-crete B. Lower compressive strength of concrete C. Higher tensile strength of steel D. Lower tensile strength of steel
