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A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre and also below a corner of the loaded area. Compare the results with those getting by an equivalent point load method and also by separating the loaded area into four equal parts and treating the load from every as a point load.
Determine the moment of inertia with respect to the x axis for the shaded area shown (Figure 2) . The dimension is a = 2.00m
the importance of softening point of a bitumen material in the design of a pavement
Verify the grain specific gravity In a specific gravity test, the weight of the dry soil taken is 0.66 N. The weight of the pyknometer filled with this soil and water is 6.756
Explain Coagulation Surface waters must be treated to remove turbidity, color and bacteria The traditional sand filtration is not sufficient in removing bacteria, viru
Deternim the angle A for which the moment of the 500N force is maximum about a point o. also find the maximum momentum
Q. How to design Marginal Embankments? Design aspects of marginal embankments are similar to those of approach banks. The aspects needing special attention are dealt with below
Define Hydraulic Grade Line (HGL) Graph of the sum of the pressure and potential energies at a position along a pipe or open channel. The difference between the EGL and the HGL
Calculate the surface dimensions of Sedimentation Tank A treatment plant upgrade calls for design of sedimentation basins to handle a flow rate of 8 MGD. The basins are for a T
expressions for calculating corrections for earth curvature
Define Cleaning for Underwater Inspection of Bridge? Before any structure can be inspected, it is necessary to expose the surface material of the structure. Wherever there is m
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