An RCC column of 30 cm diameter is reinforced with 6 bars 12 mm dia. placed symmetrically along the circumference. It carries a load of 40000 kg axially, the stress developed is
A49.9 kg/cm²
B250 kg/cm²
C250 kg/cm²
D175 kg/cm²
A49.9 kg/cm²
B250 kg/cm²
C250 kg/cm²
D175 kg/cm²
Related Questions: