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MCQs

Total Questions : 271 | Page 8 of 28 pages
Question 71.

In compression members, the lap length of a bar should not be less tha


  1.    `12 phi`
  2.    `16 phi`
  3.    `20 phi`
  4.    `24 phi`
  5.    `30 phi`
 Discuss Question
Answer: Option D. -> `24 phi`


Question 72.

If `Delta` is the deviation of the individual test strength from the average of n samples, the standard deviation of concrete of the given grade is


  1.    `sqrt((Sigma Delta^2)/(n - 1))`
  2.    `sqrt((Sigma Delta^2)/(n +1))`
  3.    `sqrt((Sigma Delta)/(n - 1))`
  4.    `sqrt((Sigma Delta)/(n + 1))`
 Discuss Question
Answer: Option A. -> `sqrt((Sigma Delta^2)/(n - 1))`


Question 73.

The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of



  1.    7 N/`mm^2`
  2.    10 N/`mm^2`
  3.    15 N/`mm^2`
  4.    20 N/`mm^2`
 Discuss Question
Answer: Option B. -> 10 N/`mm^2`


Question 74.


The maximum horizontal deflection of a column of actual length L, when subjected to lateral forces, may be upto


  1.    `L/125`
  2.    `L/250`
  3.    `L/325`
  4.    `L/400`
 Discuss Question
Answer: Option C. -> `L/325`


Question 75.


In the formula a + bk for the calculation of the net effective section of single angles in tension connected by one leg only, the value of k, is


  1.    `(1)/ (1 + 0.25 (b//a))`
  2.    `(1)/ (1 + 0.35 (b//a))`
  3.    `(1)/ (1 + 0.20 (b//a))`
  4.    `(1)/ (1 + 0.5 (b//a))`
 Discuss Question
Answer: Option B. -> `(1)/ (1 + 0.35 (b//a))`


Question 76.


If the
slenderness ratio of a column is more than 160, the compressive stress
obtained by the secant formula is multiplied by a factor `(x -  (1)/(800r))` If The Slenderness Ratio Of A Column Is More Than 160, The C...in which value of x is



  1.    0.9
  2.    1.1
  3.    1.2
  4.    1.5
  5.    None of these.
 Discuss Question
Answer: Option D. -> 1.5


Question 77.

The approximate value of torsion constant k for a box of depth d, width b, and having uniform thickness t, is


  1.    `(2dbt)/(d + b)`
  2.    `(2d^2b^2 t)/(d + b)`
  3.    `(3d^2b^2 t)/(d + b)`
  4.    `(3d^2b^2 t)/(d^2 + b^2)`
 Discuss Question
Answer: Option B. -> `(2d^2b^2 t)/(d + b)`


Question 78.

If D is the overall thickness of the slab, the diameter of the reinforcing bars should not exceed


  1.    `1/4 D`
  2.    `1/5 D`
  3.    `1/6 D`
  4.    `1/7 D`
  5.    `1/8 D`
 Discuss Question
Answer: Option E. -> `1/8 D`


Question 79.

The maximum pitch of rivets for compression and tension members should not exceed



  1.    32 t
  2.    200 mm
  3.    40 t
  4.    300 mm
  5.    both (a) and (d)
 Discuss Question
Answer: Option E. -> both (a) and (d)


Question 80.


If l is the effective span in metres and D
is overall depth of the section in mm, the structure may be accepted
after 24 hour load test, provided the maximum deflection in mm is less
than


  1.    `(10 l^2)/(D)`
  2.    `(20 l^2)/(D)`
  3.    `(30 l^2)/(D)`
  4.    `(40 l^2)/(D)`
 Discuss Question
Answer: Option D. -> `(40 l^2)/(D)`


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