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1. |
In a plate load test on a soil, at a particular magnitude of the settlement, it was observed that the bearing pressure beneath the footing is 100 kN/m2 and the perimeter shear is 25 kN/m2. Corresponding, the load capacity of a 2 m square footing at the same settlement will be |
A. | 200 kN |
B. | 300 kN |
C. | 400 kN |
D. | 600 kN |
Answer» E. | |