Structural 02 Philippines

26 Questions

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Structural 02 Philippines

(National Structural Code of the Philippines-NSCP)Prepared by:Arch. /EnP. RSGabitan


Questions and Answers
  • 1. 
    It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)
    • A. 

      Braced frame

    • B. 

      Bearing wall system

    • C. 

      Rigid component

    • D. 

      Concentric braced frame

  • 2. 
    Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)
    • A. 

      Braced frame

    • B. 

      Bearing wall system

    • C. 

      Rigid component

    • D. 

      Flexible component

  • 3. 
    Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)
    • A. 

      Braced frame

    • B. 

      Bearing wall system

    • C. 

      Rigid component

    • D. 

      Flexible component

  • 4. 
    Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)
    • A. 

      200 mm

    • B. 

      250 mm

    • C. 

      300 mm

    • D. 

      350 mm

  • 5. 
    A complete record of test of materials and of concrete shall be available for inspection during the progress of work and _______ years after completion of the project and shall be preserved by the inspecting engineer or architect for that purpose, (NSCP 403.20)
    • A. 

      2 years

    • B. 

      5 years

    • C. 

      10 years

    • D. 

      15 years

  • 6. 
    The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)
    • A. 

      12 db

    • B. 

      6 db

    • C. 

      8 db

    • D. 

      10 db

  • 7. 
    The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)
    • A. 

      12 db

    • B. 

      6 db

    • C. 

      8 db

    • D. 

      10 db

  • 8. 
    The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)
    • A. 

      50mm

    • B. 

      25mm

    • C. 

      75mm

    • D. 

      100mm

  • 9. 
    In walls and slabs other than concrete joist construction, primary flexural reinforcement shall not be spaced farther apart than 3 times wall or slab thickness nor farther than? (NSCP 407.7.5)
    • A. 

      375mm

    • B. 

      450mm

    • C. 

      500mm

    • D. 

      300mm

  • 10. 
    Groups of parallel reinforcing bars bundled in contact to act as one unit shall be united to ___ pieces in one bundle. (NSCP 407.7.6.1)
    • A. 

      4

    • B. 

      3

    • C. 

      2

    • D. 

      5

  • 11. 
    Bars larger than ___mm shall not be bundled in beams: (NSCP 407.7.6.3)
    • A. 

      25mm

    • B. 

      16mm

    • C. 

      28mm

    • D. 

      36mm

  • 12. 
    Individual bars within a bundle terminated within the span of flexural members shall terminate at different points with at least ____ stagger: (NSCP 407.7.6.4)
    • A. 

      12 db

    • B. 

      10 db

    • C. 

      50 db

    • D. 

      40 db

  • 13. 
    Minimum concrete cover cast against and permanently exposed to earth: (NSCP 407.8.1)
    • A. 

      100 mm

    • B. 

      75 mm

    • C. 

      50 mm

    • D. 

      150 mm

  • 14. 
    The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)
    • A. 

      20mm

    • B. 

      25mm

    • C. 

      40mm

    • D. 

      50mm

  • 15. 
    In ultimate strength design, the strength reduction factor Ø for flexure without axial loads: (NSCP 409.2.1)
    • A. 

      0.85

    • B. 

      0.75

    • C. 

      0.90

    • D. 

      0.70

  • 16. 
    In ultimate strength design, the strength reduction factor Ø for shear and torsion: (NSCP 409.4.2.3)
    • A. 

      0.70

    • B. 

      0.75

    • C. 

      0.85

    • D. 

      0.90

  • 17. 
    The minimum one way slab thickness for a ONE end continuous slab is: (NSCP 409.6.2)
    • A. 

      L/20

    • B. 

      L/24

    • C. 

      L/10

    • D. 

      L/28

  • 18. 
    The minimum one way slab thickness for a BOTH ends continuous slab is: (NSCP 409.6.2)
    • A. 

      L/20

    • B. 

      L/24

    • C. 

      L/10

    • D. 

      L/28

  • 19. 
    The minimum cantilevered slab thickness is : (NSCP 409.6.2)
    • A. 

      L/20

    • B. 

      L/24

    • C. 

      L/10

    • D. 

      L/28

  • 20. 
    Deep continuous flexural members has overall depth to clear span ratio greater than: (NSCP 410.8.10)
    • A. 

      0.40

    • B. 

      0.60

    • C. 

      0.75

    • D. 

      0.70

  • 21. 
    Deep simple span flexural members has overall depth to clear span ratio greater than: (NSCP 307.4.2)
    • A. 

      0.40

    • B. 

      0.60

    • C. 

      0.75

    • D. 

      0.70

  • 22. 
    Spacing of shear reinforcement placed perpendicular to axis of non-prestressed member shall not exceed: (NSCP 411.6.4.1)
    • A. 

      D/2

    • B. 

      D/4

    • C. 

      ¾ d

    • D. 

      D/5

  • 23. 
    Is an essentially vertical truss system of the concentric or eccentric type that is provided to resist lateral forces: (NCSP 208.1)
    • A. 

      Building frame system

    • B. 

      Braced frame

    • C. 

      Diaphragm

    • D. 

      Collector

  • 24. 
    Is a frame in which members and joints are capable of resisting forces primarily by flexure:
    • A. 

      Moment resisting frame

    • B. 

      Ordinary braced frame

    • C. 

      Truss

    • D. 

      Eccentric braced frame

  • 25. 
    . In the determination of seismic dead load with a minimum of ________% of floor live load shall be applicable for storage and warehouse occupancies. (NSCP 208.5.1.1)
    • A. 

      50%

    • B. 

      25%

    • C. 

      30%

    • D. 

      35%

  • 26. 
    The slope of cut surfaces shall be no steeper than _______% slope. (NSCP 302.2.2)
    • A. 

      50%

    • B. 

      60%

    • C. 

      30%

    • D. 

      40%