|
Case Example:
Analyze a 3000mm x 3000mm square footing with 650 mm over all depth for a 450mm x 450 mm
column subjected to 1200 kN dead load and 500 kN imposed load.
Consider soil bearing pressure 200 kN/m^2, Concrete grade M20 and Fe415 steel 25 mm
diameter 10 bars each in longitudinal and transverse directions.
|
