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MCQs

Total Questions : 292 | Page 5 of 30 pages
Question 41. When bending occurs about both axes of the member, the value of fbe in the following formula is takenWhen Bending Occurs About Both Axes Of The Member, The Value...
  1.    higher value
  2.    lower value
  3.    sum of the two
  4.    difference of the two
 Discuss Question
Answer: Option C. -> sum of the two
Answer: (c).sum of the two
Question 42. The value of E for allowable compressive stress for columns, in the following formula is taken asThe Value Of E For Allowable Compressive Stress For Columns,...
  1.    2000000 kg/cm²
  2.    2044000 kg/cm²
  3.    2045000 kg/cm²
  4.    2047000 kg/cm²
 Discuss Question
Answer: Option D. -> 2047000 kg/cm²
Answer: (d).2047000 kg/cm²
Question 43. The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the following formula where d isThe Thickness Of The Rectangular Plate For The Cap Or Base O...
  1.    the reduced diameter of the column
  2.    the dimension of the base
  3.    the diameter of the base
  4.    the diameter of the top
 Discuss Question
Answer: Option A. -> the reduced diameter of the column
Answer: (a).the reduced diameter of the column
Question 44. If a and b are the sides of a square column and its base, the thickness of the base may be calculated from the formulaIf A And B Are The Sides Of A Square Column And Its Base, Th...
  1.    A
  2.    B
  3.    C
  4.    D
 Discuss Question
Answer: Option C. -> C
Answer: (c).C
Question 45. If b is the width of a beam, x is the spacing of the stirrup and fc is the characteristic strength of stirrups, the minimum cross sectional area of stirrup legs, should be equal or greater thanIf B Is The Width Of A Beam, X Is The Spacing Of The Stirrup...
  1.    A
  2.    B
  3.    C
  4.    D
 Discuss Question
Answer: Option C. -> C
Answer: (c).C
Question 46. The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is
  1.    3.000 m
  2.    3.100 m
  3.    3.150 m
  4.    3.200 m
 Discuss Question
Answer: Option A. -> 3.000 m
Answer: (a).3.000 m
Question 47. The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).
  1.    6 t
  2.    8 t
  3.    10 t
  4.    12 t
 Discuss Question
Answer: Option D. -> 12 t
Answer: (d).12 t
Question 48. For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of
  1.    10 mm
  2.    20 mm
  3.    30 mm
  4.    50 mm
 Discuss Question
Answer: Option D. -> 50 mm
Answer: (d).50 mm
Question 49. For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to
  1.    5 mm less than the minimum clear distance between the main bars
  2.    5 mm less than the minimum cover to the reinforcement
  3.    smaller of (a) and (b)
  4.    greater of (a) and (b)
 Discuss Question
Answer: Option C. -> smaller of (a) and (b)
Answer: (c).smaller of (a) and (b)
Question 50. The concrete is deemed not to comply with the strength requirements if the strength is less than the greater of
  1.    characteristic strength minus 1.35 times the standard deviation
  2.    0.8 times the characteristic strength
  3.    the average strength of all the samples is less than the characteristic strength plus [1.65 - 3/number of samples] times the standard deviation.
  4.    all the above.
 Discuss Question
Answer: Option D. -> all the above.
Answer: (d).all the above.

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