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MCQs

Total Questions : 110 | Page 9 of 11 pages
Question 81. Eccentrically loaded structures have to be designed for _______
  1.    Uniaxial force
  2.    Biaxial force
  3.    Combined axial force
  4.    Combined biaxial force
 Discuss Question
Answer: Option C. -> Combined axial force
Answer: (c).Combined axial force
Question 82. In long columns, the lateral deflection causes at the ______
  1.    Supports
  2.    Throughout
  3.    Midspan
  4.    Along outer periphery
 Discuss Question
Answer: Option C. -> Midspan
Answer: (c).Midspan
Question 83. ______ transfer the loads from beams or slabs to footings or foundations.
  1.    Pedestal
  2.    Post
  3.    Rib
  4.    Column
 Discuss Question
Answer: Option D. -> Column
Answer: (d).Column
Question 84. The approximate percentage of reinforcement provided in a beam varies from _______
  1.    1-2%
  2.    1-4%
  3.    2-3%
  4.    3-4%
 Discuss Question
Answer: Option A. -> 1-2%
Answer: (a).1-2%
Question 85. Short columns causes deflection in the structure.
  1.    True
  2.    False
  3.    May be True or False
  4.    Can't say
 Discuss Question
Answer: Option B. -> False
Answer: (b).False
Question 86. As per IS 456-2000, the minimum eccentricity for columns shall be given by ________
  1.    l/500 + D/30
  2.    l/450 + D/45
  3.    l/400 + D/40
  4.    l/250 + D/25
 Discuss Question
Answer: Option A. -> l/500 + D/30
Answer: (a).l/500 + D/30
Question 87. A column in which reinforcement is wound spiral is ___________
  1.    Tied column
  2.    Spiral column
  3.    Composite column
  4.    Short column
 Discuss Question
Answer: Option B. -> Spiral column
Answer: (b).Spiral column
Question 88. The inclined members carrying compressive loads are ________
  1.    Pedestal
  2.    Strut
  3.    Post
  4.    Winch
 Discuss Question
Answer: Option B. -> Strut
Answer: (b).Strut
Question 89. Polygonal links are also known as _____________
  1.    Bent up bars
  2.    Crancked bars
  3.    Lateral ties
  4.    Anchorage bars
 Discuss Question
Answer: Option C. -> Lateral ties
Answer: (c).Lateral ties
Question 90. If the columns are effectively held in position and restrained against rotation at both ends. Recommend the value of effective length.
  1.    0.6×l
  2.    0.65×l
  3.    0.77×l
  4.    0.9×l
 Discuss Question
Answer: Option B. -> 0.65×l
Answer: (b).0.65×l

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