06 Civil Engineering Quiz | RCC MCQ
1 >>Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
 ?- (A) Rankine formula
- (B) Rankine Grashoff formula
- (C) Marcus formula
- (D) Grashoff formula
- (A) 1/30th of span
- (B) 1/20th of span
- (C) 1/15th of span
- (D) 1/25th of span
- (A) risers minus one
- (B) risers in the flight
- (C) risers plus one
- (D) none of these.
4 >>Pick up the incorrect statement from the following:
 ?
- (A) In the heel slab of a retaining wall, rein forcement is provided at the top of the slab
- (B) In the toe slab of a retaining wall, rein forcement is provided at the bottom of the slab
- (C) In the stem of a retaining wall, reinforcement is provided near the earth side
- (D) None of these.
- (A) 1
- (B) 34
- (C) 4
- (D) 2
- (A) 24 diameter from the centre of the column
- (B) 42 diameters from the inner edge of the column
- (C) 42 diameters from the outer edge of the column
- (D) 42 diameters from the centre of the column
- (A) equal to 6
- (B) not less than 6
- (C) equal to 7
- (D) less than 6
8 >>An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at
 ?
- (A) 25°
- (B) 35°
- (C) 45°
- (D) 55°
- (A) distance between the centres of the bearings
- (B) clear span plus effective depth of the slab
- (C) clear distance between the inner faces of the walls plus twice the thickness of the wall
- (D) none of these.
- (A) octagonal columns is 8
- (B) circular columns is 6
- (C) rectangular columns is 4
- (D) all
- (A) column head
- (B) capital
- (C) drop panel
- (D) none of these.
12 >>The diameter of longitudinal bars of a column should never be less than
 ?
- (A) 6 mm
- (B) 8 mm
- (C) 10 mm
- (D) 12 mm
- (A) breadth of the rib plus twelve times the thickness of the slab
- (B) least of the above.
- (C) one-third of the effective span of the T-beam
- (D) distance between the centres of T-beam
- (A) 12 legged
- (B) 8 legged
- (C) 10 legged
- (D) 6 legged
- (A) 7m
- (B) 6m
- (C) 5m
- (D) 4m
- (A) 0.01
- (B) 0.04
- (C) 0
- (D) 0.05
- (A) one fourth of the width of the steam at the bottom
- (B) one-third of the width of the stem at the bottom
- (C) width of the stem at the bottom
- (D) one half of the width of the stem at the bottom
- (A) 60
- (B) 30
- (C) 40
- (D) 50
- (A) A pile is a slender member which transfers the load through its lower end on a strong strata
- (B) A pile is a cylindrical body of concrete which transfers the load at a depth greater than its width.
- (C) A pile is a slender member which transfers its load to the surrounding soil
- (D) A pile is a slender member which transfers its load by friction
- (A) was widely used in earlier days
- (B) is not economical and hence not generally use
- (C) is economical for large spans and is adopted now a days
- (D) none of these.