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The property that is responsible for element not to return to its original shape after removal of external load is known as:


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For the ordinary grade concrete using working stress method, the design may be uneconomical than limit state design by:

The property that is responsible for element not to return to its original shape after removal of external load is known as:

The influence line diagram for deflection at the free end of a cantilever will be a:

The property that is responsible for the element not to return to its original shape after removal of the external load is known as:

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