 
			 
			MCQOPTIONS
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				| 1. | For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m 2 , the net ultimate bearing capacity may be taken as | 
| A. | 15 t/m 2 | 
| B. | 18 t/m 2 | 
| C. | 20 t/m 2 | 
| D. | 27 t/m 2 | 
| Answer» C. 20 t/m 2 | |