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An undisturbed sample of sand has a dry weight of 18.9 N and a volume of 1143 cm3. The solids have a specific gravity of 2.72. Laboratory tests indicate void ratios of 0.40 and 0.90 at the maximum and minimum unit weights, respectively. Determine the density index of the sand sample.
I need to find support reactions at O for the beam with a distributed load, a 6 kN moment couple at A and a 3 kN axial load as shown in picture.
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Question Is it true that there is no essential to design nominal reinforcement to piles. Answer In BS8110 and BS5400 Pt.4, they need provision of nominal reinforce
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