What is a trapezoidal footing used for?
Carry two columns of unequal loads
A footing is a crucial part of a building's foundation, transferring the load from columns or walls to the soil beneath. Different types of footings are used depending on the load, soil conditions, and layout of the structure.
A trapezoidal footing is a type of combined footing. Combined footings support two or more columns. The distinguishing feature of a trapezoidal footing is its shape in plan view – it is a trapezoid, meaning its width varies along its length.
This specific shape is not arbitrary; it is chosen for a particular structural reason.
Trapezoidal footings are primarily used in situations where:
When two columns carrying unequal loads are placed on a rectangular combined footing, the distribution of soil pressure under the footing tends to be non-uniform, potentially causing tilting or excessive differential settlement. To achieve a more uniform soil pressure distribution under these conditions, the width of the footing is varied.
The wider end of the trapezoidal footing is typically placed under the column carrying the larger load. This increases the bearing area under the heavier loaded column, helping to balance the soil pressure distribution and prevent rotation of the footing, ultimately leading to a more stable foundation system.
Therefore, a trapezoidal footing is specifically designed to handle the situation of supporting two columns that are subjected to unequal loads, aiming to create a more even distribution of pressure on the soil compared to a rectangular footing in the same scenario.
Let's look at the options provided:
Based on structural engineering principles, the most common and specific application of a trapezoidal footing is to support two columns with unequal loads to achieve a more uniform soil pressure distribution.
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
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?