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The loading period for a building extended from Feb., 1957 to Feb., 1959. In Feb., 1962, the average measured settlement was found to be 117 mm. The ultimate settlement was expected to be 360 mm. Estimate the settlement in Feb., 1967, assuming double drainage to occur. What would be this result if the measured settlement in Feb., 1962 was 153 mm instead of 117 mm?
describe how you would range a surveying line betwen two point wich are not entervisible?
this is our final year project .please help me to guide about it
What is the external load acting on a pre-stressed beam In the elastic range, a variation in the external load acting on a pre-stressed beam results in a change in the location
how to carry on leveling using dumpy level????????????
Question Is it resourceful that engineers rely solely on Hiley's formula in designing of H-piles? Answer About 90 percent of H-piles accept Hiley's formula for desig
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