engineering recuitment GATE CE 2023-24 Test Series Reinforced Concrete Structures Prestress Concrete
A post-tensioned beam of 8 m span is prestressed with a parabolic tendon of 9 m length. While transferring the prestress three was an anchorage slip of 9 mm. The loss of stress in the cable due to anchorage slip (in MPa up to 2 decimal places) is _______. (consider E = 2 × 105 MPa for the tendon)
Enter numerical value using the virtual keypad. Round off where necessary.