Answer Posted / reaman man

as per IS 383:1970 the percentage of silt should be kept as low as possible,ideally less than 3%. Higher percentages of silt can cause appreciable reduction in the Compressive Strength of concrete.

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5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)

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Any strength is a stress but any stress is not strength

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How to come 1.54 from dry to wet concrete? 

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