Week 12 Challenge

S.No:1

Aim:Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m² at a depth of 1 metre from ground level. Use M 25 and Fe 415 for the footing. Also validate the design through hand calculation.

Explanation: Screenshots and photos attached

Result:

S.No:2

Aim:

Design a combined footing using STAAD. Foundation for two columns C1, 400 mm x 400 mm carrying a service load of 800 kN and C2, 300 mm x 500 mm carrying a service load of 1200 kN. The column C1 is flushed with the property line. The columns are at 3.0 m c/c distance. The safe bearing capacity of soil is 200 kN/m² at a depth of 1.5 m below the ground level. Use M 20 and Fe 415 for columns and footing.

Explanation: file attached

Result: Applied all loads.no errors and warning