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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?
Difference between direct and bending stress diagrams
Define the Influence line-beam shear? 1. Replace point of interest with a link element of nominal length. If the point of interest is a reaction, place a hinge at that poin
what is the permissible limit of sand
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a) Certain data for the materials used in the construction of the building, e,g, insulation, building materials, air spaces, etc. b) Draw, with appropriate dimensions, the cro
calculate the support reaction as shown in figure;
What will be the structural weight per meter for IRC class 70r bridge
reinforcement.
I want to do project using ul design directory
Analysis of presress In pre-stressed structural elements, stretched tendons are placed inside concrete. The tensile stresses of the tendons are transferred to concrete in the
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