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Harbour Layout: A harbour has the following constituent parts: (a) An entrance channel, 100-300 m wide (b) A turning basin, dia 400-600 m (c) A b
earth dam design and its force
Vibrocoring in marine ground investigation If only shallow marine ground geotechnical information is essential for design purpose, vibrocoring is certainly a good choice for s
Design approach for the spacing of min-piles For close spacing of min-piles, it would provide substantial cost savings with reduction of pile cap size. Though close spacing of
Determine about the long-term deflections For long-term deflections, the total long-term deflection due to the prestressing force, dead load and any sustained imposed load may
material for formwork and their specifications
Question What is reason of skin reinforcement for deep beams ? Answer In BS8110, it declares that secondary reinforcement have to be provided for beams greater than 750mm deep
isolated footing
During steady and uniform flow through an open channel of uniform cross section, a person claims that the specific energy of the fluid remains constant. A second person claims that
For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
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