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PTI LEVEL 1 & 2 EXAM
ACTUAL EXAM WITH CORRECT SOLUTIONS.
- According to PTI Specifications, what is the allowable
tolerance for the measurement of elongations in an elevated (structural) slab?
- ±5%
- ±7%
- ±10%
- It doesn't matter as long as the tendons were stressed to the
correct gauge pressure. - correct answer- b. ±7%
- The recommended space, "Y" between tendon bundles in a
beam is.
- 4in.
- 1.5 in.
- 1 in.
- 0.5. - correct answer- b. 1.5 in.
- What is the minimum number of integrity tendons required in
each direction over columns in a flat slab? 1 / 3
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- One
- Two
- Three
- There is no minimum requirement. - correct answer- b. Two
- In an encapsulated system, how much bare strands is
acceptable behind stressing anchorage?
- None
- ½" maximum
- 6" maximum
- It does not matter. - correct answer- a. None
- Longitudinal cracking of wedges may occur and is
acceptable as a result of wedges moving to their final wedge set position.
- True
- False - correct answer- a. True
- What should be done when the beam stirrup spacing does
not match the PT support bar spacing? 2 / 3
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- Move the support bar to the nearest stirrup location and
- Change the spacing of the beam stirrup to match the support
- Do not proceed with installation until further instructions are
- None of the above. - correct answer- a. Move the support bar
adjust the vertical height so that a smooth tendon profile is maintained, add additional support bars at other stirrup locations if needed so a maximum allowable support spacing is not exceeded.
bar spacing.
received.
to the nearest stirrup location and adjust the vertical height so that a smooth tendon profile is maintained, add additional support bars at other stirrup locations if needed so a maximum allowable support spacing is not exceeded.
7. When installing tendons in a narrow joist:
- It is important to avoid excessive wobble in tendons that
- Tendon placement is not critical since there is only one
- It is important to check for any reverse curvature in a tendon
- Both A and C. - correct answer- a. It is important to avoid
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could lead to concrete blowouts.
tendon in each joist.
profile to avoid problems.
excessive wobble in tendons that could lead to concrete blowouts.