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


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By over-reinforcing a beam section in tension, the moment of resistance of the beam can be increased by not more than:

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

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

For the ordinary grade concrete using working stress method

the design may be uneconomical than limit state design by:

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