101. For the design of retaining walls, the minimum factor of safety against overturning is taken as
102. The minimum diameter of longitudinal bars in a column is
103. Maximum distance between expansion joints in structures as per IS : 456-1978 is
104. The fineness modulus of fine aggregate is in the range of
105. If the storey height is equal to length of RCC wall, the percentage increase in strength is
106. Modulus of elasticity of steel as per IS : 456-1978 shall be taken as
107. The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone
108. The ratio of the diameter of reinforcing bars and the slab thickness is
109. 1% of voids in a concrete mix would reduce its strength by about
110. The strength of concrete after one year as compared to 28 days strength is about
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