For a proposed building, raft foundation, isolated footings and combined footings are being considered. These foundations are to be listed in the decreasing order of preference in terms of performance. Which one of the following is the correct order of listing?
Raft foundation - Combined footings - Isolated footings
When selecting a foundation for a proposed building, engineers evaluate different types based on their performance capabilities, considering factors like soil conditions, load distribution, and potential for settlement. The preference order generally moves from foundations that offer the most robust support to those suitable for simpler conditions.
Let's look at the performance characteristics of each foundation type mentioned:
The decreasing order of preference is determined by the foundation's ability to provide stable support and manage structural loads effectively. Foundations that distribute loads more broadly and reduce settlement risks are ranked higher.
The correct sequence reflecting the decreasing order of preference based on performance is:
| Preference Rank (Decreasing) | Foundation Type |
|---|---|
| 1st | Raft Foundation |
| 2nd | Combined Footings |
| 3rd | Isolated Footings |
This order highlights the general engineering approach prioritizing foundations that offer greater stability and load-spreading capabilities.
For a number of columns constructed in a row, the type of foundation provided is
If p is the net upward pressure on a square footing of side b for a square column of side a, the maximum bending moment is given by
A. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{c}} - {\rm{a}}} \right)}}{4}\)
B. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}{{\left( {{\rm{b}} - {\rm{a}}} \right)}^2}}}{4}\)
C. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}{{\left( {{\rm{b}} - {\rm{a}}} \right)}^2}}}{8}\)
D. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{b}} + {\rm{a}}} \right)}}{8}\)
_______ is provided to support an individual column. It is circular, square or rectangular slab of uniform thickness Sometimes it is stepped or haunched to spread the load over a large area.
The minimum nominal cover to reinforcement for R.C.C. footings as per IS: 456-2000 shall be
Which is a method of underwater concreting?