The frictional and anchorage slip losses are observed is.
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The percentage loss of pre-stress due to anchorage slip of 3 mm in a concrete beam of length of 30 m which is post-tensioned by a tendon subjected to an initial stress of 1200 N/mm2 and modulus of elasticity equal to 2.1 × 105 N/mm2, is
The anchorage slip is low in members with __________
Which of the following system is similar to loss due to anchorage slip?
A concrete beam is post tensioned by a cable carrying an initial stress of 1000n/mm2, the slip at the jacking end was end was observed to be 5mm; modulus of elasticity of steel is 210kn/mm2. Estimate the percentage loss of stress due to anchorage if length of beam is 30m?
The total losses of stress that could be encountered under normal conditions of work were recommended by __________
The amount of anchorage slip generally depends upon __________
In case of long line pre tensioning system, anchorage slip is less than __________
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13 videos|42 docs|34 tests
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