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Describe method of deliberately placing column from centre in footing.
The method of deliberately placing a column away from the centre of the footing so that resulting soil pressure is uniform is demonstrated in given figure. However this method may not be economical. Also the solution is valid only for moments which always act in the direction shown for that footing configuration and it is not valid for wind moments wherein reversals are possible.
Method of deliberately placing column from centre in footing
a) Determine the value of σ 0 to cause failure when θ=30°, according to the maximum stress failure criterion. Consider both σ 0 > 0 and σ 0 e.g. "failure in longitudinal tens
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the base of a spring -mass- damper system is subjected to the periodic displacement. determine the response of the mass using the principle of superposition
a) Draw a diagram of a simple carburettor and briefly explain its function. b) What are the basic characteristics of fuels for CI engines.
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A square column 410 x 410 mm (along with 4 No. 16 mm bars) carries a dead load of 1020 kN and an imposed load of 410 kN. The foundation soil has a safe bearing capacity of 200 kPa.
Strain energy stored in a body due to impact load
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