Architecture - Sple (Theory Of Structure)

30 Questions | Total Attempts: 63

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Architecture - Sple (Theory Of Structure) - Quiz

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Questions and Answers
  • 1. 
    Reduction factor for flexure without axial load
    • A. 

      0.90

    • B. 

      0.85

    • C. 

      0.75

    • D. 

      0.7

  • 2. 
    Reduction factor for axial and tension with flexure
    • A. 

      0.90

    • B. 

      0.85

    • C. 

      0.75

    • D. 

      0.70

  • 3. 
    Reduction factor for shear and tension
    • A. 

      0.90

    • B. 

      0.85

    • C. 

      0.75

    • D. 

      0.70

  • 4. 
    Reduction factor for bearing in concrete
    • A. 

      0.70

    • B. 

      0.85

    • C. 

      0.90

    • D. 

      0.75

  • 5. 
    What is the allowable stress for Shear
    • A. 

      0.60Fy

    • B. 

      0.50Fy

    • C. 

      0.40Fy

    • D. 

      0.66Fy

  • 6. 
    What is the allowable stress for Compression?
    • A. 

      0.60Fy

    • B. 

      0.66Fy

    • C. 

      0.50Fy

    • D. 

      0.40Fy

  • 7. 
    What is the allowable stress for Bending?
    • A. 

      0.75Fy

    • B. 

      0.66Fy

    • C. 

      0.40Fy

    • D. 

      0.60Fy

  • 8. 
    What is the concrete cover of concrete cast against and permanently exposed to earth                                  
    • A. 

      40mm

    • B. 

      50mm

    • C. 

      60mm

    • D. 

      75mm

  • 9. 
    What is the concrete cover of concrete not exposed to weather or in contact with ground such as bemas and columns?
    • A. 

      40mm

    • B. 

      50mm

    • C. 

      20mm

    • D. 

      60mm

  • 10. 
    Is the fastest kilometer wind speed associated with an annual probability of  0.02 measured at a point 10 meters above the ground for an area category C
    • A. 

      Wind speed

    • B. 

      Exposure B

    • C. 

      Exposure A

    • D. 

      Basic wind speed

  • 11. 
    Has terrain with buildings, forest or surface irregularities 6 meters or more in height covering at least 20% of the area extending 1.5 kilometers or more from the site.
    • A. 

      Exposure C

    • B. 

      Exposure B

    • C. 

      Exposure D

    • D. 

      Exposure E

  • 12. 
    Has terrain which is flat and generally open, extending ½ mile or more from the site in any full quadrant
    • A. 

      Exposure E

    • B. 

      Exposure B

    • C. 

      Exposure C

    • D. 

      Exposure D

  • 13. 
    Represents the most severe exposure areas with basic wind speeds of 130 kph or greater and has a terrain which is flat and unobstructed facing large bodies of water over 1.5 km or more in width relative to any quadrant of the building site
    • A. 

      Exposure D

    • B. 

      Exposure C

    • C. 

      Exposure C

    • D. 

      Exposure E

  • 14. 
    Are structural elements, the sections of which are composed of built-up lumber, plywood or plywood in combination with lumber, all parts bonded together with adhesives
    • A. 

      Grade

    • B. 

      Glued built up members

    • C. 

      Hardboard

    • D. 

      Fireboard

  • 15. 
    The commercial size designation of width and depth, in standard sawn lumber and glued laminated lumber grades; somewhat larger than the standard net size of dressed lumber in accordance with PNS 194 for sawn lumber.
    • A. 

      Nominal size

    • B. 

      Normal size

    • C. 

      Rough size

    • D. 

      Exact size

  • 16. 
    Is the torsional movement of a diaphragm about a vertical axis.
    • A. 

      Moment

    • B. 

      Cycle

    • C. 

      Spin

    • D. 

      Rotation

  • 17. 
    A fibrous felted homogenous panel made from lignocellulosic fibers (usually wood or cane) and having density of less than 490 kg/m3
    • A. 

      Blocked diaphragm

    • B. 

      Fireboard

    • C. 

      Hardboard

    • D. 

      Grade

  • 18. 
    Is a portion of larger diaphragm about a vertical axis
    • A. 

      Blocked diaphragm

    • B. 

      Glued members

    • C. 

      Structure members

    • D. 

      Subdiaphragm

  • 19. 
    What footing is in the figure below?
    • A. 

      Strap

    • B. 

      Isolated

    • C. 

      Combined

    • D. 

      Wall

  • 20. 
    What type of footing is the figure below?
    • A. 

      Combined

    • B. 

      Wall

    • C. 

      Isloated

    • D. 

      Mat

  • 21. 
    The truss below is called?
    • A. 

      Howe

    • B. 

    • C. 

      Warren

    • D. 

      Fink

  • 22. 
    The truss below is called?
    • A. 

      K

    • B. 

      Warren

    • C. 

      Fink

    • D. 

      Howe

  • 23. 
    The truss below is called?
    • A. 

      K

    • B. 

      Warren

    • C. 

      Howe

    • D. 

      Fink

  • 24. 
    The gross cross sectional area of a section minus the average area of   un-grouted course of cellular spaces
    • A. 

      Net cross sectional area of hollow units

    • B. 

      Gross cross sectional area of hollow units

    • C. 

      Grout

    • D. 

      Masonry unit

  • 25. 
    A beam placed over an opening to carry the superimposed above
    • A. 

      Inverted beam

    • B. 

      Lintel beam

    • C. 

      Dropped beam

    • D. 

      Strap beam

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