Question
a.
1658.15 kN/m²
b.
1775.12 kN/m²
c.
1897.45 kN/m²
d.
2336.67 kN/m²
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Q. 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.
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