1. 0.12% of the gross area of concrete
2. 0.15% of the gross area of concrete
3. 0.18% of the gross area of concrete
4. 0.20% of the gross area of concrete
0.12\% of the gross area of concrete
1. 2 to 4mm
2. 4 to 6mm
3. 6mm to 8mm
4. 8 to 12mm
6mm to 8mm
1. Mechanical efficiency
2. Volumetric efficiency
3. Isothermal efficiency
4. Adiabatic efficiency
Mechanical efficiency
1. Double
2. Three times
3. Five times
4. Six times
Five times
1. Correct
2. Incorrect
3. Not known
4. None of these
Correct
1. End supports
2. Intermediate supports
3. Both (a) & (b)
4. None of the above
Intermediate supports
1. At the top of the slab portion over the intermediate supports.
2. At the bottom of the slab portion over the intermediate supports.
3. All the middle of the slab portion over the intermediate supports
4. All the above
At the top of the slab portion over the intermediate supports.
1. Compression index
2. Compression ratio
3. Compressor efficiency
4. Mean effective pressure
Mean effective pressure
1. For a cantilever slab, the ratio of span to overall depth should not 12.
2. One way slab which carry uniformly distributed load should be designed to resist a sagging bending moment near mid-span.
3. When the slab is built into a brick or masonry wall the slab should be designed to resist a hogging moment at the face of the support.
4. All of the above.
All of the above.
1. Slab spanning in one direction
2. One way slab.
3. Slab spanning in two directions.
4. Two-way slab.
Slab spanning in two directions.