1. May be simply supported on the four edges, with comers not held down and carrying uniformly distributed load.
2. May be simply supported on the four edge , with corners held down and carrying uniformly distributed load.
3. May have edges fixed or continuous and carrying uniformly distributed load.
4. All the above.
All the above.
1. Singly storeyed buildings.
2. Double storeyed buildings.
3. Multi storeyed buildings
4. All the above
Singly storeyed buildings.
1. Below
2. Above
3. Middle
4. None of these
Below
1. Greater
2. Smaller
3. Equal
4. All of these
Smaller
1. Gauge discharge pressure to the gauge intake pressure
2. Absolute discharge pressure to the ab-solute intake pressure
3. Pressures at discharge and suction corresponding to same temperature
4. Stroke volume and clearance volume
Absolute discharge pressure to the ab-solute intake pressure
1. 0.25
2. 0.50
3. 0.75
4. 0.85
0.50
1. Two way slab
2. Flat slab
3. Continuous slab
4. One way slab
Flat slab
1. 1/4th of the span
2. 1/5th of the span
3. 1/6th of the span
4. 1/7th of the span
1/7th of the span
1. 0.7
2. 0.8
3. 0.9
4. 0.6
0.9
1. Distance between the centers of the bearings
2. Clear distance between the inner faces of the walls plus twice he thickness of the slab.
3. Cleat spa plus effective depth of the slab.
4. All the above
Cleat spa plus effective depth of the slab.