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Similarity between post and pre tensioned concrete
In the case of pre-tensioned concrete members, a pattern of small length and small width cracks which are more in numbers and are closely spaced is generally expected. However, the case of bonded post-tensioned concrete members is more similar to pre-tensioned concrete members from this view point, other things remaining as such.
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The stresses at failure on the failure plane in a cohesionless soil mass were: Shear stress = 4 kN/m 2 ; normal stress = 10 kN/m 2 . Verify the resultant stress on the failure plan
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