 
			 
			MCQOPTIONS
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				| 1. | Calculate the maximum stress at the base section is the self weight is 4400 kN. The top and bottom width of them are 3 and 8 m respectively. Take (e) = 2.97. | 
| A. | 1658.15 kN/m<sup>2</sup> | 
| B. | 1775.12 kN/m<sup>2</sup> | 
| C. | 1897.45 kN/m<sup>2</sup> | 
| D. | 2336.67 kN/m<sup>2</sup> | 
| Answer» C. 1897.45 kN/m<sup>2</sup> | |