Reinforced Concrete Plan Practice Test

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Reinforced Concrete Plan Practice Test - Quiz

North Cluster Middle School
You have 45 minutes to complete this test.


Questions and Answers
  • 1. 

    How many bar diameters is the class A lap length for a #5 bar in 6,000 psi concrete?

    • A.

      44

    • B.

      31

    • C.

      36

    • D.

      33

    Correct Answer
    B. 31
    Explanation
    (structural note 4.17)

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  • 2. 

    What is the clearance for a #4 bar in formed concrete exposed to earth?

    • A.

      3"

    • B.

      1.5"

    • C.

      2"

    • D.

      1"

    Correct Answer
    B. 1.5"
    Explanation
    (structural note 4.18)

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  • 3. 

    Sheet SC1-01 on column line C4 between lines CD and CE, what is the footing dowel size and spacing?

    • A.

      #4’s at 9” O.C.

    • B.

      #5’s at 12” O.C.

    • C.

      #5’s at 9” O.C.

    • D.

      #4’s at 12” O.C.

    Correct Answer
    D. #4’s at 12” O.C.
    Explanation
    (detail 1/S2-08 base reinforcement for hw=4’)

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  • 4. 

    What is the width of the thickened slab under masonry cmu walls in the Church Parking Deck on sheet SC1-01?

    • A.

      3'

    • B.

      1'

    • C.

      2'

    • D.

      8'

    Correct Answer
    C. 2'
    Explanation
    (look at foundation notes on sheet SC1-01)

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  • 5. 

    What is the required 28 day compressive strength for slab on grade concrete?

    • A.

      3,000 psi

    • B.

      5,000 psi

    • C.

      4,000 psi

    • D.

      2,500 psi

    Correct Answer
    C. 4,000 psi
    Explanation
    (structural note 4.02)

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  • 6. 

    On level C3 of the Church Parking Deck, along line C5.6 from CN to CM, what is the bottom bar reinforcing required?

    • A.

      2#4S

    • B.

      4#6L bars

    • C.

      4#7S

    • D.

      2#5L bars

    Correct Answer
    D. 2#5L bars
    Explanation
    (sheet S4-04 beam schedule)

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  • 7. 

    What size is the vertical reinforcing at column CA-C7 on level C3?

    • A.

      #9

    • B.

      #10

    • C.

      #3

    • D.

      30”x18”

    Correct Answer
    A. #9
    Explanation
    (sheet S3-03 column schedule for church deck)

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  • 8. 

    What is the size and spacing of the top bar reinforcing running perpendicular to the beam on line C4 between CB and CC on level C3?

    • A.

      #3@6”

    • B.

      #4@6”

    • C.

      #5@12”

    • D.

      #4@12”

    Correct Answer
    D. #4@12”
    Explanation
    (sheet SC1-03)

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  • 9. 

    What is the typical elevated slab thickness?

    • A.

      4"

    • B.

      8"

    • C.

      6"

    • D.

      7"

    Correct Answer
    C. 6"
    Explanation
    (framing notes on framing sheets)

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  • 10. 

    What is the lap length required for the retaining wall dowels on line CM of the Church Parking Deck?

    • A.

      57”

    • B.

      28 ½”

    • C.

      36"

    • D.

      24 ½”

    Correct Answer
    B. 28 ½”
    Explanation
    (structural note 4.17 via sheet SC1-01 and detail 1/S2-11)

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  • 11. 

    At the Core Roof Framing Plan, what is the clearance requirement of bottom mat reinforcing?

    • A.

      1 ½”

    • B.

      ¾”

    • C.

      2"

    • D.

      1"

    Correct Answer
    B. ¾”
    Explanation
    (structural note 4.18)

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  • 12. 

    What is the minimum slab-on-ground thickness?

    • A.

      4"

    • B.

      5"

    • C.

      6"

    • D.

      8"

    Correct Answer
    B. 5"
    Explanation
    (structural note 3.05)

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  • 13. 

    What edition of the building code has the Church Parking Deck been designed by?

    • A.

      2000 International Building Code

    • B.

      2006 International Building Code

    • C.

      2003 IBC

    • D.

      Current NEC

    Correct Answer
    B. 2006 International Building Code
    Explanation
    (bottom of note 1.12) gotta pay attention

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  • Current Version
  • Mar 21, 2023
    Quiz Edited by
    ProProfs Editorial Team
  • Sep 18, 2009
    Quiz Created by
    Dduarte
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