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Question

In foundation, the offset of traditional bricks is taken as:

The correct answer is

5.7 cm

Foundation Offset for Traditional Bricks

In construction, the foundation is the lowest part of the building that transfers structural loads from the building to the soil. The base of the foundation often widens out in steps, called footings or offsets, to spread the load over a larger area and reduce pressure on the soil.

Traditional Bricks and Dimensions

When traditional bricks are used in foundation construction, these steps or offsets are typically formed using courses of bricks. The term traditional bricks often refers to the standard sized bricks commonly used, particularly in regions like India before modular sizes became widespread.

The nominal size of a traditional brick (also known as standard brick or non-modular brick) without mortar is approximately $23 \text{ cm} \times 11.4 \text{ cm} \times 7.6 \text{ cm}$ (Length $\times$ Width $\times$ Height). The width of the brick is a key dimension when considering the offset in foundation steps built with bricks.

Calculating the Offset

Each step or offset in a traditional brick foundation is usually created by projecting the brick course outwards. The standard practice is to make the offset equal to half the width of a brick course. Since the width of a traditional brick is approximately $11.4 \text{ cm}$, the typical offset is calculated as follows:

Offset $= \text{Width of brick} / 2$

Offset $= 11.4 \text{ cm} / 2$

Offset $= 5.7 \text{ cm}$

Therefore, the traditional offset value taken when constructing foundations with traditional bricks is $5.7 \text{ cm}$. This measurement allows for a consistent and stable stepping pattern in the foundation footing, ensuring proper load distribution.

Summary of Offset Value

Based on the dimensions of traditional bricks, the calculated and commonly adopted offset in foundation construction is $5.7 \text{ cm}$. This value is directly derived from the standard width of the brick unit.

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Important Questions from Footings

  1. For a number of columns constructed in a row, the type of foundation provided is

  2. 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. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{b}} + {\rm{a}}} \right)}}{8}\)

  3. _______ 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.

  4. The minimum nominal cover to reinforcement for R.C.C. footings as per IS: 456-2000 shall be

  5. 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?

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