Design of RC Isolated Footing with Axial Load and Bending Moment
If the axial load on a footing increases, what is the most effective way to maintain structural safety?
What happens if the soil bearing capacity is lower than expected?
How does an eccentric axial load affect the footing design?
Which failure mode is most critical in an RC isolated footing under high axial load?
If the depth of the footing is increased significantly, which of the following statements is true?