Side face reinforcement shall not exceed
[ A ] 0.1% of total cross sectional area
[ B ] 0.2% of total cross sectional area
[ C ] 0.1% web area
[ D ] 0.2 % web area.
[ A ] 0.1% of total cross sectional area
[ B ] 0.2% of total cross sectional area
[ C ] 0.1% web area
[ D ] 0.2 % web area.