MCQ's For Reinforced Cement Concrete RCC Design | Exam Help Center | Part 2

MCQ's For Reinforced Cement Concrete RCC Design | Exam Help Center | Part 2
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0:00 Introduction
0:17 The diameter of lateral ties, in no case shall be less than
0:33 For a longitudinal reinforcing bar in a column the cover should not be less than.
0:49 The analysis of slab spanning in one direction is
1:05 In a slab the transverse reinforcement is
1:22 For simply supported slabs spanning in one direction the ratio of span to overall depth
1:55 The shrinkage in a concrete slab.
2:10 The diameter of bars for main reeinforcement in solid slabs, may vary from.
2:26 The diameter of bars used for distribution reinforcement in slabs may vary from.
2:42 In a simply supported slab alternate bars are curtailed at
2:57 For a slab spanning in two directions the ratio of span to the depth of slab should not exceed.
3:14 If the sides of a slab simply supported on its edges and spanning in two ways are equal then
3:33 The part of a flat slab around the column which is of greater thickness than the reast of the slab is known as
3:50 The drops are provided in flat slas resist.
4:05 The total thickness of flat slab in no case should be less than
4:20 In a flat slab the angle of greatest slope of the column head from the vertical should not exceed.
4:37 The diameter of the column head should be taken as its diameter measured below the underside of the slab at a distance of.
4:55 The diameter of column head in a flat slab should not be more than.
5:16 In four way system of arranging the reinforcement the reinforcement is provided in.
5:48 In a ribbed slab the clear spacing between the
6:04 For a ribbed slab the overall depth of the slab shall not exceed .............the width of slab.
6:20 The diameter of a bar used in ribbed slab should not be more than.
6:36 According Tarzaghi a foundation is said to be
6:52 A footing which supports two or more columns is termed as
7:07 When the footing is symmetrically loaded the pressure beneath the footing will be.
7:24 For the purposes of the design of reinforced concrete footings pressure distribution is assumed to be
7:41 According to IS : 456-1978, the thickness at the edge, in reinforced concrete footings shall not
7:59 The weight of footings is assumed as.......of the weight transferred to the column.
8:16 For M 15 concrete, the unit punching shear