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MCQs

Total Questions : 271 | Page 26 of 28 pages
Question 251. For under water concreting.
  1.    De-watering by pumping is not done or until 24 hours thereafter
  2.    All of these
  3.    The volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate
  4.    At least 10 percent more cement is required as compared to dry conditions
 Discuss Question
Answer: Option B. -> All of these
Question 252. For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal(i) Of a stiffness matrix must be positive(ii) Of a stiffness matrix must be negative(iii) Of a flexibility matrix must be positive(iv) Of a flexibility matrix must be negativeThe correct answer is
  1.    (i) and (iv)
  2.    (ii) and (iv)
  3.    (i) and (iii)
  4.    (ii) and (iii)
 Discuss Question
Answer: Option C. -> (i) and (iii)
Question 253. In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always
  1.    greater than 1
  2.    less than 1
  3.    zero
  4.    1
 Discuss Question
Answer: Option D. -> 1
Question 254. If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is
  1.    None of these
  2.    Stable and statically determinate
  3.    Stable and statically indeterminate
  4.    Unstable
 Discuss Question
Answer: Option D. -> Unstable
Question 255. For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is
  1.    0.234 L
  2.    0.5 L
  3.    0.211 L
  4.    0.25 L
 Discuss Question
Answer: Option C. -> 0.211 L
Question 256. Study the following statements.i) The displacement method is more useful when degree of kinematic indeterminacy is greater than the degree of static indeterminacy.ii) The displacement method is more useful when degree of kinematic indeterminacy is less than the degree of static indeterminacy.iii) The force method is more useful when degree of static indeterminacy is greater than the degree of kinematic indeterminacy.iv) The force method is more useful when degree of static indeterminacy is less than the degree of kinematic indeterminacy.The correct answer is
  1.    (i) and (iv)
  2.    (ii) and (iv)
  3.    (i) and (iii)
  4.    (ii) and (iii)
 Discuss Question
Answer: Option B. -> (ii) and (iv)
Question 257. In the slope deflection equations, the deformations are considered to be caused byi) bending momentii) shear forceiii) axial forceThe correct answer is
  1.    (i)and(ii)
  2.    (ii) and (iii)
  3.    only (i)
  4.    (i), (ii) and (iii)
 Discuss Question
Answer: Option C. -> only (i)
Question 258. The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is
  1.    The diameter of the base
  2.    The diameter of the top
  3.    The dimension of the base
  4.    The reduced diameter of the column
 Discuss Question
Answer: Option D. -> The reduced diameter of the column
Question 259. Muller Breslau’s principle for obtaining influence lines is applicable toi) trussesii) statically determinate beams and framesiii) statically indeterminate structures, the material of which is elastic and follows Hooke’s lawiv) any statically indeterminate structureThe correct answer is
  1.    (i), (ii) and (iii)
  2.    (i) and (ii)
  3.    only (i)
  4.    (i), (ii) and (iv)
 Discuss Question
Answer: Option A. -> (i), (ii) and (iii)
Question 260. If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)
  1.    Stable and statically indeterminate
  2.    None of these
  3.    Stable and statically determinate
  4.    Unstable
 Discuss Question
Answer: Option A. -> Stable and statically indeterminate

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