Unbonded Post Tensioning Manual Flashcards

1
Q

Waht is the main reason for tendons in conrete floors?

A
  1. Tension.
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2
Q

Curing of concrete causes the tendons load or stress at ____ point?

A
  1. 75%
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3
Q

_____________ prior to pouring concrete mix in order to separate the strands form the concrete.

A
  1. Strands are covered with a p/t coanting and encased in high density polyethylene sheathing.
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4
Q

The proper method to unload post-tension cables________?

A
  1. Nylon Strap
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5
Q

You would lift coils of post tension cables by _____________ ?

A
  1. Cradleling the coils in the nylon straps by passing straps through the center of the coil.
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6
Q

The correct way to store post-tension cables on a job site is to __________?

A
  1. Store in a dry area on a dunnage to keep tendons off the ground.
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7
Q

If a tendon is stressed at both ends, ________ is the recommended lenght of tail to leave outside form the edge of each end.

A
  1. 12”.
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8
Q

The maximum number of 1/2 inch tendons allowed in a post-tension bundle _____.

A
  1. 5.
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9
Q

The maximum number of 0.6 inch tendons allowed in a post tension bundle ______.

A
  1. 4.
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10
Q

Minimize cracking by ________________.

A
  1. reinforce the top and bottom of slab at openings with diagonal bars.
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11
Q

The minimum clearance of tendons at a block-out for small or medium openings is ______.

A
  1. 6”.
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12
Q

Minimum size bar used in post-tensioning support_______.

A
  1. # 4 bar.
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13
Q

The minimum spacing of tendons in a beam is _______.

A
  1. 1 1/2”.
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14
Q

Reverse curvature is addressed by ______.

A
  1. Additional bars.
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15
Q

__________ procedure is unacceptable in grouting stressing pockets in a post-tension system.

A
  1. The use of chlorides as an admixture.
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16
Q

For an encapsulated post-tension system, the watertite cap shall be installed within a maximum of ______hours.

A
  1. 96 hours