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Environments can cause deterioration of foundation. Can you explain this in the following cases?
a) A column footing which was stable for a number of years suddenly gave way. The factory was engaged in acid production.
b) A deep freeze arrangement was removed after a long time and within an year there was failure of foundation. The underlying soil was clay.
c) A two-storeyed building with the bottom storey used as a garage developed serious cracks when this space was used as a warehouse. The soil was soft clay and isolated footings were used.
d) Cracks developed in a building after trees were grown around it. The soil was clay.
e) A building was functioning satisfactorily for a number of years. It was known that the foundation was shallow on residual soil. When a highway cut was made, adjacent to the building and when some plumbing work was carried out, distress was seen to occur in the comer of the building near the cut.
Figure shows rough sketch of a selected representative critical part of a "Quick Coupler" (of an earth moving equipment) made with cast steel. You need to perform FEA analysis to
There are various methods to visualize the design process which can be summarized as given below: a. An automated drafting tool and presentation of graphics. b. A means
Cemented Carbide These are minute pieces along with cutting edges and mechanically jointed or brazed to tool shank. This Carbide tool tips are generated by process of powder m
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Four diametrically opposed in vessels up to pilot scale. More applied in production vessels. Thickness typically 0.1 - 0.05 tank diameter. Baffle height is dependent on the gas
how we can do root sheet of hammer?
Find out the reactions at hinge: A board ABCD is held in position as shown in Figure by a cable BE and a hinge at A. If the weight of the board is 5 kN, find out the reactions
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Determine the parameter - Larson-Miller parameters: Larson-Miller parameters for an alloy at tests levels 10 MP a and 30 MP a are determined respectively as 18 × 10 4 and 1
Figure shows a Warren girder consisting of seven members each of 3 m length freely supported at its end points. The girder is loaded at B and C as given. Determine the forces in al
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