Post Tensioning Slab

  Post Tensioning Slab

*      Tributary Area calculation
*      Load Data preparation for every column
*      P.S. for
-       Corner column
-       Internal column
-       Edge column
*      Model creation & Analysis check also,
-       Area of edge reinforcement
-       Number of Tendon
-       Deflection check
-       Ultimate check
-       Service check
-       Axial pre stress
-       Profile points
*      Slab Edge Reinforcement check
-       Perpendicular to edge
-       Parallel to edge
based on the requirements.
*      Number of Tendons contribute should be checked.
*      Column stiffness contribution should be checked.
*      Slab thickness, friction losses due to stressing in ends like Pan End or Live End.
*      In Moment Joint we should be taken half of the slab of self weight , Live end & perimeter line end.
*      Near corel area, Tendon profile should be placed High points & straight.

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