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>


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