• 1. 
    If the slab is permanently exposed to the ground, minimum concrete cover is ______ clear.

  • 80 mm
  • 75 mm
  • 70 mm
  • 65 mm
  • 2. 
    A beam resisting on simple supports at both ends which are free to rotate and have no moment resistance

  • Fixed end beam
  • Deformation of a beam
  • Cantilever beam
  • Simple beam
  • 3. 
    Walls that provide large strength and stiffness to building in the direction of their orientation

  • Retaining wall
  • Bearing wall
  • Shear wall
  • 4. 
    Carries earthquake loads down to the foundation

  • Retaining wall
  • Bearing wall
  • Shear wall
  • 5. 
    Usually expressed in terms of its deflection from its original unloaded position

  • Fixed end beam
  • Deformation of a beam
  • Cantilever beam
  • Simple beam
  • 6. 
    The free-body diagram of any joint is a concurrent force system in which the summation of moment will be of no help.

  • Effective length of column
  • Method of joints
  • Method of sections
  • 7. 
    A wall designed to resist the lateral forces parallel to the place of the wall

  • Retaining wall
  • Bearing wall
  • Shear wall
  • 8. 
    Opposite of the Pratt truss

  • Fink truss
  • Howe truss
  • Warren truss
  • K truss
  • 9. 
    The underlying structure forming the foundation of a building or other structures

  • Base
  • Footing
  • Substructure
  • Frame
  • 10. 
    A type of slab supported directly by concrete columns without the use of beams

  • One way slab
  • Two way slab
  • Flat slab
  • Waffle slab
  • 11. 
    The distance between points of zero moment when the column is deflected in its fundamental elastic buckling mode

  • Effective length of column
  • Method of joints
  • Method of sections
  • 12. 
    A tension member used to limit the deflection of a girt or purlin in the direction of its weak axis or to limit the sag in angle bracing

  • Purlins
  • Sagrod
  • Rafter
  • 13. 
    A bending moment that produces moment that produces a convex curvature at a section of a structure

  • Positive moment
  • Negative moment
  • Positive shear
  • Negative shear
  • 14. 
    Parallel to the longer side

  • Main bars
  • Temperature bars
  • 15. 
    Thickness of slab should not be less than?

  • 70 mm
  • 75 mm
  • 80 mm
  • 85 mm
  • 16. 
    A type of truss that includes vertical members and diagonals that slope up towards the center

  • Fink truss
  • Howe truss
  • Pratt truss
  • K truss
  • 17. 
    A projecting beam supported at only one end fixed

  • Fixed end beam
  • Deformation of a beam
  • Cantilever beam
  • Simple beam
  • 18. 
    Parallel to the shorter side

  • Main bars
  • Temperature bars
  • 19. 
    The use of ___________ in flat slabs increase the shear strength of slab and reduce the moment in the slab by reducing the clear or effective span

  • Column heads
  • Drop panels
  • 20. 
    A graphic representation of the variation in magnitude of the external shears present in a structure

  • Shear diagram
  • Moment diagram
  • Positive shear
  • Negative shear
  • 21. 
    Spacing of temperature bars should not be greater than?

  • 500 mm
  • 475 mm
  • 450 mm
  • 425 mm
  • 22. 
    Part of any wall entirely above the roof line

  • Bearing wall
  • Exterior wall
  • Interior wall
  • Parapet wall
  • 23. 
    A slight convex curvature intentionally built into beam, girder, or truss to compensate for an anticipated deflection

  • Inflection point
  • Camber of beam
  • Deformation of beam
  • Moment of beam
  • 24. 
    One of a series of sloped structural members (beams) that extend from the ridge or hip to the wall plate

  • Purlins
  • Sagrod
  • Rafter
  • 25. 
    Spacing of main bars should not be greater than?

  • 500 mm
  • 450 mm
  • 400 mm
  • 550 mm
  • 26. 
    Supported by beams in all four sides

  • One way slab
  • Two way slab
  • Flat slab
  • Waffle slab
  • 27. 
    In this method, we cut the truss into two sections by passing a cutting plane through the members whose internal forces we wish to determine.

  • Effective length of column
  • Method of joints
  • Method of sections
  • 28. 
    A type of slab that are either one-way or two-way system

  • One way slab
  • Two way slab
  • Flat slab
  • Waffle slab
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