Objective Concrete Technology and Design of Concrete Structures Questions and Answers pdf

121. A beam curved in plan is designed for
a) bending moment and shear
b) bending moment and torsion
c) shear and torsion
d) bending moment, shear and torsion
Ans: d

122. In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always
a) zero
b) tensile
c) compressive
d) tensile or compressive
Ans: c

123. Sinking of an intermediate support of a continuous beam
i)    reduces the negative moment at support
ii)   increases   the   negative   moment   at support
iii) reduces the positive moment at centre of span
iv)  increases   the   positive   moment   at centre of span The correct answer is
a) (i) and (iii)
b) (i)and(iv)
c) (ii) and (iii)
d) (ii) and (iv)
Ans: b

124. The maximum value of hoop compression in a dome is given by
a) wR / 4d
b) wR/2d
c) wR/d
d) 2wR/d
where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
Ans: b

125. In a spherical dome the hoop stress due to a concentrated load at crown is
a) compressive everywhere
b) tensile everywhere
c) partly compressive and partly tensile
d) zero
Ans:b

126. In a ring beam subjected to uniformly distributed load
i)    shear force at mid span is zero
ii)   shear force at mid span is maximum
iii) torsion at mid span is zero
iv)  torsion at mid span is maximum The correct answer is
a) (i) and (iii)
b) (i)and(iv)
c) (ii) and (iii)
d) (ii) and (iv)
Ans:a

127. In prestressed concrete
a) forces of tension and compression change but lever arm remains unchanged
b) forces of tension and compressions remain unchanged but lever arm changes with the moment
c) both forces of tension and compres-sion as well as lever arm change
d) both forces of tension and compres-sion as well as lever arm remain unchanged
Ans: b

128. The purpose of reinforcement in prestressed concrete is
a) to provide adequate bond stress
b) to resist tensile stresses
c) to impart initial compressive stress in concrete
d) all of the above
Ans: c

129. Normally prestressing wires are arranged in the
a) upper part of the beam
b) lower part of the beam
c) centre
d) anywhere
Ans: b

130. Most common method of prestressing used for factory production is
a) Long line method
b) Freyssinet system
c) Magnel-Blaton system
d) Lee-Macall system
Ans:a

131. Select the incorrect statement
a) The loss of prestress is more in pre-tensioning system than in post-tensioning system.
b) Pretensioning system has greater certainty about its durability.
c) For heavy loads and large spans in buildings or bridges, post-tensioning system is cheaper than pretensioning system
d) none of the above
Ans:d

132. Which of the following losses of prestress occurs only in pretensioning and not in post-tensioning ?
a) elastic shortening of concrete
b) shrinkage of concrete
c) creep of concrete
d) loss due to friction
Ans: a

133. Prestress loss due to friction occurs
a) only in post-tensioned beams
b) only in pretensioned beams
c) in both post-tensioned and preten-sioned beams
d) none of the above
Ans:a

133. The heat of hydration of cement can be reduced by
a) reducing the proportions of C3A and C3S
b) increasing the proportions of C3A and C3S
c) increasing the fineness of cement
d) both (a) and (c)

134. Assertion A : Rapid hardening cement is generally not used in mass concrete construction.
Reason R : The rate of heat development is low in rapid hardening cement. Select your answer based on the coding system given below
a) Both A and R are true and R is the correct explanation of A.
b) Both A and R are true but R is not the correct explanation of A.
c) A is true but R is false.
d) A is false but R is true.

135. If the angularity number of an aggregate is increased, then the workability of the concrete using this aggregate will
a) increase
b) decrease
c) not change
d) none of the above

136. If W,, W2, W3 and W4 are the weights of sand in oven dry, air dry, saturated but
surface dry and moist conditions respectively, then the moisture content of sand is
a) W3 - W,
b) W4-W2
c) W4-W3
d) W3-W2

137. The ordinate of grading curve of an aggregate represents
a) cumulative percentage passing each sieve plotted on normal scale
b) cumulative percentage passing each sieve plotted on logarithmic scale
c) sieve size plotted on normal scale
d) sieve size plotted on logarithmic scale

138. Increase in fineness modulus of aggregate indicates
a) finer grading
b) coarser grading
c) gap grading
d) none of the above

139. Weight of an oven dry sand and air dry sand are 500 gm and 520 gm respectively.
If the weight of the same sand under saturated but surface dry condition is 525 gms, then the water absorption of sand is
a) 1%
b) 4%
c) 4.76%
d) 5%

140. Soundness test of cement by Le-Chatelier's apparatus gives unsoundness due to
a) free lime only
b) magnesia only
c) both free lime and magnesia
d) none of the above

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Hiried Concrete Technology and Design of Concrete Structures Multiple choice Questions and Answers pdf

101.   The  depth  of footing  for  an isolated column is governed by
i)    maximum bending moment
ii)   shear force
iii) punching shear The correct answer is
a) only (i)
b) (i)and(ii)
c) (i) and (iii)
d) (i), (ii) and (iii)
Ans: d

102. If the foundations of all the columns of a structure are designed on the total live and dead load basis, then
a) there will be no settlement of columns
b) there will be no differential settlement
c) the  settlement of exterior columns will be more than interior columns
d) the settlement of interior columns will be more than exterior columns
Ans:c

103. To minimise the effect of differential settlement, the area of a footing should be designed for
a) dead load only
b) dead load + live load
c) dead load + fraction of live load
d) live load + fraction of dead load
Ans: c

104. The critical section for finding maximum bending moment for footing under masonry wall is located
a) at the middle of the wall
b) at the edge of the wall
c) halfway between the middle and edge of the wall
d) at a distance equal to effective depth of footing from the edge of the wall
Ans: c

105. In a pile of length /, the points of suspen¬sion from ends for lifting it are located at
a) 0.207 1
b) 0.25 /
c) 0.293 /
d) 0.333 /
Ans: a

106. During erection, the pile of length / is supported by a crane at a distance of
a) 0.207 /
b) 0.293 /
c) 0.7071
d) 0.793 /
from the driving end of pile which rests on the ground
Ans: c

107. While designing the pile as a column, the end conditions are nearly
a) both ends hinged
b) both ends fixed
c) one end fixed and other end hinged
d) one end fixed and other end free
Ans: c

108. The recommended value of modular ratio for reinforced brick work is
a) 18
b) 30
c) 40
d) 58
Ans: c

109. According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is
a) 0.43 d
b) 0.55 d
c) 0.68 d
d) 0.85 d
Ans: a

110. Assertion A : The load factor for live load is greater than that for dead load.
Reason  R  :  The  live  loads are more uncertain than dead loads.
Select your answer based on the coding system given below :
a) Both A and R are true and R is the correct explanation of A.
b) Both A and R are true but R is not the correct explanation of A.
c) A is true but R is false.
d) A is false but R is true.
Ans: a

111. The centroid of compressive force, from the extreme compression fibre, in limit state design lies at a distance of
a) 0.367 xu
b) 0.416 xu
c) 0.446 xu
d) 0.573 xu
where xu is the depth of neutral axis at the limit state of collapse
Ans: b

112. The design yield stress of steel according to IS: 456-1978 is
a) 0.37 fy
b) 0.57 fy
c) 0.67 fy
d) 0.87 fy
where fy is the characteristic yield strength of steel
Ans: d

113. According to Whitney's theory, ultimate strain of concrete is assumed to be
a) 0.03%
b) 0.1%
c) 0.3%
d) 3%
Ans: c

114. According to Whitney's theory, depth of stress block for a balanced section of a concrete beam is limited to
a) 0.43 d
b) 0.537 d
c) 0.68 d
d) 0.85 d
where d is effective depth of beam[ES 2k]
Ans: b

115. The load factors for live load and dead load are taken respectively as
a) 1.5 and 2.2
b) 2.2 and 1.5
c) 1.5 and 1.5
d) 2.2 and 2.2
Ans:b

116. As per Whitney's theory, the maximum moment of resistance of the balanced section of a beam of width b and effective depth d is given by
a) ^acybd2
b) ^acybd2
c) 0.185acybd2
d) 0.43acybd2
where  acy  is the  cylinder compressive strength of concrete
Ans: b

117.   The effect of creep on modular ratio is
a) to decrease it
b) to increase it
c) either to decrease or to increase it
d) to keep it unchanged
Ans: b

118.    Shrinkage of concrete depends upon
i)    humidity of atmosphere
ii)   passage of time
iii) stress The correct answer is
a) (i) and (ii)
b) (ii) and (iii)
c) only (iii)
d) All (i), (ii) and (iii)
Ans: a

119. Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to
a) deflect downward
b) deflect upward
c) deflect downward or upward
d) none of the above
Ans: a

120. In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively
a) compressive and tensile
b) tensile and compressive
c) both compressive
d) both tensile
Ans: b

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