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Building Construction problems


  • 1. Pick up the incorrect statement from the following:

  • Options
  • A. The retaining wall should be structurally capable to resist the applied earth pressure
  • B. The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure
  • C. The retaining wall should be safe against sliding
  • D. The foundation of the retaining wall should not be stressed beyond safe bearing capacity ; due to its weight and the force resulting from the earth pressure
  • E. to drain off water from the earth retained, weep holes are provided near the top of the retaining wall.
  • Discuss
  • 2. The process of keeping concrete moist for a certain period after its finishing, is known as

  • Options
  • A. finishing of concrete
  • B. curing of concrete
  • C. placing of concrete
  • D. compaction of concrete
  • E. none of these.
  • Discuss
  • 3. Dutch bond is a modification of

  • Options
  • A. English bond
  • B. stretcher bond
  • C. header bond
  • D. single Flemish bond.
  • Discuss
  • 4. Bearing capacity of soils cannot be improved by

  • Options
  • A. draining sub-soil water
  • B. ramming crushed stone in soil
  • C. driving sand piles
  • D. watering surface of soil
  • E. none of these.
  • Discuss
  • 5. The dimensions of a half queen closer, are

  • Options
  • A. 9 cm x 9 cm x 9 cm
  • B. 9 cm x 9 cm x 4.5 cm
  • C. 9 cm x 4.5 cm x 9 cm
  • D. 1.8 cm x 4.5 cm x 9 cm.
  • Discuss
  • 6. In case of foundations on sandy soil, maximum permissible differential settlement, is usually limited to

  • Options
  • A. 15 mm
  • B. 25 mm
  • C. 35 mm
  • D. 45 mm
  • E. 55 mm.
  • Discuss
  • 7. The lower half portion between crown and skew back of the arch, is called

  • Options
  • A. spandril
  • B. haunch
  • C. springing
  • D. soffit.
  • Discuss
  • 8. The strength of brick masonry in 1:6 cement mortar, is

  • Options
  • A. 20 tonnes/m2
  • B. 40 tonnes/m2
  • C. 50 tonnes/m2
  • D. 60 tonnes/m2
  • E. 75 tonnes/m2.
  • Discuss
  • 9. To support a heavy structure in sandy soil, the type of foundation generally used, is

  • Options
  • A. combined footing
  • B. raft footing
  • C. pier footing
  • D. strap footing
  • E. none of these.
  • Discuss
  • 10. In grillage foundations a minimum 15 cm cover is provided on

  • Options
  • A. upper flange of top tier
  • B. lower beam of lower tier
  • C. ends of external beams
  • D. none to these.
  • Discuss

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