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Define Superposition Method
1. Remove enough redundant supports to reduce the structure to a statically determinate condition
2. Calculate the deflections at the previous locations. Use consistent sign conventions
3. Apply each redundant support as a load and find the deflections at the redundant support as a function of these forces
4. Use superposition to combine the deflections due to the actual and redundant loads. The total deflection must be known (at a support is typically zero).
A soil has a plastic limit of 25% and a plasticity index of 30. If the natural water content of the soil is 34%, what is the liquidity index and what is the consistency index? H
Definatiom
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