Month: February 2021

What is a Lintel? 7 Different Types of Lintel Used in Building

What is a Lintel?

A lintel is a horizontal member, which is usually placed over the opening portion of a building like doors and windows. Lintel behaves just like a beam. It carries the load of the masonry work over the opening part and transfers all the load to the supporting walls. The lintels should have at least 150 mm bearing on the masonry on either side. Wright now, we will discuss the types of lintel used in building construction.

What is Lintel? 7 Different Types of Lintel Used in Building
What is Lintel? 7 Different Types of Lintel Used in Building

Different Types of Lintel

In this article, we will discuss about the different types of lintel used in building construction. lintel can only be classified according to the materials used in their construction. They are –

  1. Timber Lintel
  2. Stone Lintel
  3. Brick Lintel
  4. Reinforced Brick Lintel
  5. Steel Lintel
  6. R.C.C Lintel
  7. Thin Lintel

Note: Thin lintel is another type of lintel that is classified according to its thickness.

1. Timber lintel

Timber lintels were very common in use in the olden days when technology was not very advanced. Also at present time, some wooden lintels are used in buildings. But now it has become difficult and expensive due to the lack of timber availability.

Timber lintels
1. Timber lintel

It is also easily affected by white ants and other insects and that is why it is not preferred for modern construction. They are combustible and therefore not suggested for use in fireproof construction. The minimum depth of wooden lintels should be 7.5 cm. Timber lintels may be in a single piece or of built-up type.

Timber lintels should be made of sound and hardwood. The best and recommended wood for timber lintel is teak, sal, rosewood, etc.

Features:

They are flammable and therefore not suggested for use in fireproof constructions. 

The depth of the timber lintels should not be less than 7.5 cm, and the width should be equal to the thickness of the opening.

Timber lintel can be of a single piece or of built-up type.

Without the proper seasoning, the timber is liable to decay as well as destroyed by fire.

If the timber lintel is used for large spans, it should be designed using flexural formula.

2. Stone Lintel

A Lintel made of stone is called a stone lintel. Stone lintels are very common in areas where the stone is widely available. They can be used as single pieces or in groups of several pieces. Stone lintels have good compressive strength but are poor in tensile strength and therefore they are not suitable for a long span. If it is used over a span of 1 m, then most of the load should be relieved by providing a relieving arch.

Types of Lintel - 2. Stone Lintel
2. Stone Lintel

The thickness or depth of the stone lintel may be considered on the basis of the thumb rule that the thickness of the lintel should be 1 mm for every 10 mm span. We all know that the stone is not easy to handle and also required dressing work before it is used, and hence proves costly.

3. Brick Lintel

The brick lintel is another type of lintel which are mainly used for a short span, not more than 90 cm. Usually, first-class bricks are used to build brick lintels, which are either laid on end or on edge.

In the construction of a brick lintel, first of all, a temporary supporting timber structure is constructed. The thickness of the lintel should be multiple of brick course.

As I said before, for long spans and in case of heavy loads, this lintel should not be used. However, if this lintel is to be used for a large span, then reinforced brick lintel may be used. Read Also: Properties of First Class Brick

4. Reinforced Brick Lintel

Is brick lintel possible for long spans? Yes, possible if they are reinforced by a steel bar. When steel bars are provided with brick lintel is known as Reinforced Brick Lintel.

In this case, the bricks are arranged in such a way that 20 to 40 mm gaps are left, lengthwise, in the brick row. After that, Steel bars are inserted into this gap. And finally, empty places are filled with rich cement mortar or cement concrete.

In the case of a 20 mm gap, cement mortar is used to fill them. But, in the case of a 40 mm gap, concrete is used to fill this gap. The depth of the reinforced brick lintel should be a minimum of 100 mm. Read also: Reinforced brickwork and their advantages.

5. Steel lintel

Steel lintel is another type of lintel, consisting of angle irons or rolled steel joists. In the case of large spans and heavy loads, rolled steel joists are used. Whereas, for small spans and light loads, angle irons or steel channel sections are used.

Sometimes, steel joists are embedded in concrete to make it fir-proof, it is mostly used in the case of the shop front, bay window, etc. Angle or channel sections are generally preferred for small openings such as normal windows, bathroom windows, etc.

6. R.C.C lintel

R.C.C lintel or reinforced cement concrete lintel is one of the most usable lintels at present time. This is the lintel that has partially replaced all other types of lintels.

R.C.C lintel
6. R.C.C lintel

This lintel has fire-resistant properties as well as corrosion-resistant properties. It is durable, strong, and easy to construct. This type of lintel is more economical than any other type of lintel.

It can be used for any span and also for taking any loads. These lintels may be precast or cast in situ. In the case of a small span say about 1.5 m to 2 m precast lintels are used. In case of a large span, cast-in-situ lintels are used. Generally, M15(1:2:4) grade of concrete mix is used for casting of an R.C.C lintel.

The amount of reinforcement and depth required for an R.C.C. lintel depends on the span of the lintel, and the total load to be supported by the lintel.

7. Thin Lintel

The thin lintel is nothing but R.C.C. lintel having a thickness of around 75 to 100 mm. Above this R.C.C lintel, a brick or stone masonry is created and which acts as a part of this lintel.

How to calculate the total length of the lintel for an opening?

This is very simple to measure the total length of a lintel.

First, you have to know the bearing value.
The second is the length of the opening.

The total length of the lintel = Each end bearing value×2 + Total length of the opening.

Let’s take an example.

How to calculate the total length of the lintel for an opening

In the above picture, we can see that each side bearing value is 200 mm, and the total length of the opening is 600 mm.

The total length of the lintel = 200×2 + 600 = 1000 mm.

FAQs on Lintel

What type of lintel should I use?

If you ask me, what type of lintel should you use? Then I would suggest you to use RCC lintel and steel lintel. Because these two lintels are commonly used everywhere as they are easy to construct and durable.

What is the thickness of the lintel?

The thickness of a lintel depends on which type of lintel you want to use and the size of the opening and also the amount of load which is coming to the lintel. The thickness of lintels varies from 75 mm to 300 mm. But usually, 150 mm is preferred for residential as well as commercial buildings.

What is the width of a lintel?

The width of a lintel will be equal to the thickness of the opening. In other words, the width of a lintel should be the same as the thickness of the walḷ. Example: If the wall is 250 mm thick, then the width of the lintel will be 250 mm.

What size of rod is used for the lintel?

Generally, a 12 mm bar/road is preferred. The total number of bars will be 4. (From my experience point of view: you can use 10 mm bars as well for the lintel).

End bearing for lintels

The minimum end bearing for a lintel is 150 mm for each end. But some experts always recommended providing at least 200 mm bearing for each end.

Read Also:

Basic Parts of a Building Structure

18 Different Component Parts of an Arch

Principles of Building Planning

Canal Lining – MCQ || Irrigation Engineering

Canal Lining – MCQ

1. The objectives of the canal lining are

a) To control seepage
b) To Control the growth of weeds
c) To prevent water-logging
d) All of the above
e) Only (a) and (c)

View Answer

d) All of the above

2. Which of the following type of canal lining is more suitable to control the growth of weeds

a) Cement concrete lining
b) Asphalt lining
c) Bentonite and clay lining
d) Both (a) and (c)

View Answer

a) Cement concrete lining

3. The annual depreciation charge is the ratio of

a) Initial cost / Useful life
b) Initial cost / (2 * Useful life)
c) Useful life / (Initial cost + Repair cost)
d) Useful life / Initial cost

View Answer

a) Initial cost / Useful life

The annual depreciation charge is the ratio of initial cost and the useful life

4. The lining of the canal is done to control the ____ of water

a) Salinity
b) Acidity
c) Seepage
d) All of these

View Answer

c) Seepage.

The lining of canal is done to control the seepage of water.

5. The lining which is done by concrete is called

View Answer

Concrete lining.

The lining which is done by concrete is called concrete lining.

Note: Concrete lining may be cast-in-situ or pre-cast concrete lining.

6. In ____ lining system, the cement mortar is directly laid on subgrade by using a cement gun

a) Short Crete
b) Asphalt
c) Soil-cement
d) Cement-mortar

View Answer

a) Short Crete.

In Short Crete lining system, the cement mortar is directly laid on subgrade by using a cement gun

7. Short Crete lining is also known as

a) Bentonite lining
b) Gun mortar lining
c) Gunite lining
d) None of these

View Answer

c) Gunite lining.

Short Crete lining is also known as gunite lining.

8. Lining of canal is done to prevent the ______.

View Answer

Waterlogging.

Lining of canal is done to prevent the waterlogging.

9. For small channels _______ cement lining is recommended.

View Answer

Soil.

Foe small channels soil cement lining is recommended.

Read More:

Canal Section – MCQ

Canal Fall – MCQ

10 Advantages and Disadvantages of Canal Lining

Diversion Headwork

Canal Section – MCQ || Irrigation Engineering

Canal Section – MCQ

1. The distance between the top of the bank and the top edge of the cutting is known as

a) Berm
b) Freeboard
c) Counter berm
d) None

View Answer

a) Berm

2. Which of the following is provided for stability of the bank while the hydraulic gradient line intersects the outer side of the bank

a) Berm
b) Counter berm
c) Side slope
d) Free board

View Answer

b) Counter berm

3. Permissible side slope in banking for clayey soil is

a) 1:1
b) 1.5:1
c) 2:1
d) 3:1

View Answer

b) 1.5:1

Permissible side slope in banking for clayey soil is 1.5:1

Note: But in cutting it will be 1:1

4. The side slope of a canal bank depends on

a) Angle of repose of the soil
b) F.S.L
c) Climatic change
d) None

View Answer

a) Angle of repose of the soil

5. Permissible side slope in cutting for Alluvial soil is

a) 1:1
b) 1.5:1
c) 2:1
d) 3:1

View Answer

a) 1:1

6. Permissible side slope in banking for sandy soil is

a) 1:1
b) 1.5:1
c) 2:1
d) 3:1

View Answer

d) 3:1

7. Which is provided for safety of the vehicle running over the service road

a) Berm
b) Dowel
c) Spoil bank
d) None

View Answer

b) Dowel

8. The distance between the F.S.L and the top of the embankment is known as

a) Counter berm
b) Free board
c) Dowel
d) Dowla

View Answer

b) Free board

9. In case of canal bank sometimes extra earth is taken from ___.

View Answer

Read More:

Canal Fall – MCQ

Canal Head Works – MCQ

Canal Lining – MCQ

10 Advantages and Disadvantages of Canal Lining

Flow Irrigation – MCQ || Irrigation Engineering

Flow Irrigation – MCQ

1. Flow irrigation works under

a) Mechanical power.
b) Man & Animal power.
c) Electric power.
d) Gravity.

View Answer

d) Gravity.

2. Inundation irrigation is a type of

a) Flow irrigation
b) Lift irrigation
c) Well irrigation
d) Sprinkler irrigation

View Answer

a) Flow irrigation.

3. Which of the following point should be considered while selecting the alignment of perennial canal

a) As far as possible, the alignment of the canal should be straight.
b) The canal alignment should not be passed over the valuable land.
c) The alignment should cross the natural drainage, stream, etc., at a right angle.
d) All of these.

View Answer

d) All of these.

4. The river in which the water flows more or less to its full capacity throughout the year is known as ____ rivers.

a) Inundation.
b) Perennial.
c) None.

View Answer

b) Perennial.

5. The river in which the water flows to its full capacity only in rainy seasons is known as _____ rivers.

a) Inundation.
b) Perennial.
c) None.

View Answer

a) Inundation.

6. The area included under bandhara irrigation system is known as

a) Thal.
b) Shaed.
c) Seal.
d) Bhad.

View Answer

a) Thal.

7. The canal which is aligned along the watershed line is known as ____ canal

View Answer

Watershed.

The canal which is aligned along the watershed line is known as watershed canal

8. The canal which is aligned at right angles to the contour line is known as __ canal

View Answer

Side slope.

The canal which is aligned at right angles to the contour line is known as side slope canal.

9. The canal which is constructed to generate hydroelectric power is known as ____ canal

View Answer

Power.

The canal which is constructed to generate hydroelectric power is known as Power canal.

10. The canal which is constructed to feed another canal or river is known as _____ canal

View Answer

Feeder.

The canal which is constructed to feed another canal or river is known as feeder canal.

11. In bandhare irrigation, the ‘thal’ is divided into several zones which are known as _____.

View Answer

Phad.

In bandhare irrigation, the ‘Thal’ is divided into several zones which are known as Phad.

Read More:

Lift Irrigation – MCQ

Well Irrigation – MCQ

How to Determine the Frequency of Irrigation – Problem & Solution

Types of Irrigation Efficiency

Well Irrigation – MCQ || Irrigation Engineering

Well Irrigation – MCQ

1. When water is obtained from the well for irrigation is known as

a) Drip irrigation.
b) Well irrigation.
c) Sprinkler irrigation.
d) Flow Irrigation.

View Answer

b) Well irrigation.

2. Open wells are wells having diameters varying from

a) 0.5 to 1 m.
b) 2 to 7 m.
c) 8 to 14 m.
d) 15 to 19 m.

View Answer

b) 2 to 7 m.

3. The well which draws water from the unconfined aquifer is known as

a) Deep well.
b) Shallow well.
c) Both.
d) None.

View Answer

b) Shallow well.

4. The well which draws water from the ____ aquifer is known as deep well

a) Surface.
b) Confined.
c) Unconfined.
d) None.

View Answer

b) Confined.

5. To increase the specific capacity of the well ____ of the well should be done.

a) Shrouding.
b) Incrustation.
c) Splitting.
d) All of these.

View Answer

a) Shrouding.

To increase the capacity of the well shrouding of the well should be done

6. The deposition of calcium carbonate and magnesium carbonate inside the tube well is known as

a) Incrustation.
b) Inspection.
c) Shrouding.
d) None.

View Answer

a) Incrustation.

7. The shrouding is done for ____ type of tube well

View Answer

Slotted.

The shrouding is done for slotted type of tube well.

Read More: Failure of Tube Well

8. Recuperation test is adopted to determine the _____ of open well.

View Answer

Yield.

Recuperation test is adopted to determine the yield of open well.

9. Which of the following steps should be taken to reduce the corrosion effect of the tube well

a) Thick pipe should be used.
b) Galvanised pipe should be used.
c) From time to time, washing of the tube well should be done.
d) All of these.

View Answer

d) All of these.

10. Shrouding is done

a) To prevent choking of the strainer
b) To increase the effective diameter of the well
c) To protect the pipe from the corrosive effect of the surrounding soil.
d) All of these.

View Answer

d) All of these.

11. Which test is used to measure the specific capacity of well?

View Answer

Step-drawdown test.

Step-drawdown test is used to measure the specific capacity of well.

Read More:

Lift Irrigation – MCQ

Canal Fall – MCQ

Types of Irrigation

Advantages And Disadvantages of Irrigation

Lift Irrigation – MCQ || Irrigation Engineering

Lift Irrigation – MCQ

1. In case of lift irrigation, the water is lifted with the help of

a) Man power.
b) Animal power.
c) Mechanical power.
d) All of these.

View Answer

d) All of these.

2. Which of the following statement is True

a) Doon consists of wooden or galvanised tin sheet.
b) Doon has two ends, one end is open and other is closed.
c) Doon is anchored over a fulcrum.
d) All of these.

View Answer

d) All of these.

3. Which of the following method is used for lifting water from deep open well.

a) Swinging Basket.
b) Archimedean screw.
c) Doon.
d) Windlass.

View Answer

d) Windlass.

4. Specific yield is expressed by

a) [latex] S_{y}=\frac{W_{d}}{V_{t}}\times 100 [/latex]
b) [latex] S_{y}=\frac{V_{t}}{W_{d}}\times 100 [/latex]
c) [latex] S_{y}=\frac{2W_{d}}{V_{t}}\times 100 [/latex]
d) [latex] S_{y}=\frac{W_{d}}{2V_{t}}\times 100 [/latex]

View Answer

a) [latex] S_{y}=\frac{W_{d}}{V_{t}}\times 100 [/latex].

Where, Sy = Specific yield. Wd = Volume of water drained. Vt = Total volume of soil after saturation.

5. Without causing any failure of the well, the rate of pumping of water from the well is known as

a) Efficiency of a well.
b) Yield of a well.
c) Specific capacity of a well.
d) None.

View Answer

b) Yield of a well.

6. The impermeable formation which may contain water but is not capable of transmitting water is know as

a) Aquitard.
b) Aquiclude.
c) Aquifuge.
d) Aquifer.

View Answer

b) Aquiclude.

7. The permeable formation of the soil of the earth’s crust is known as

a) Aquitard.
b) Aquiclude.
c) Aquifuge.
d) Aquifer.

View Answer

d) Aquifer.

8. The impervious formation which neither contains nor can transmit water is known as

a) Aquitard.
b) Aquiclude.
c) Aquifuge.
d) None of these.

View Answer

c) Aquifuge.

9. Specific capacity is expressed by (in cumec)

a) Q/S
b) S/Q
c) 2Q/S
d) 2S/Q

View Answer

a) Q/S.

Where, Q = Total discharge in cumec. S = Totatl drawdown in m.

10. Man or animal power is adopted for lifting water from

a) Surface sources.
b) Underground sources.
c) Both.
d) None of these.

View Answer

a) Surface sources.

11. The discharge per unit drawdown is known as

a) Specific Yiel.
b) Specific capacity.
c) Efficiency of a well.
d) Specific retention.

View Answer

b) Specific capacity.

12. The base of the cone of depression is known as

a) Cone of depression.
b) Verticle depression.
c) Circle of Influence.
d) All of these.

View Answer

c) Circle of Influence.

Read More:

Canal Fall – MCQ

Flow Irrigation – MCQ

Well Irrigation – MCQ

Different Types Of Irrigation Methos in Details

Canal Fall – MCQ

Canal Fall – MCQ

1. Ogee curve is a

a) Concave curve.
b) Convex curve.
c) Combination of concave and convex curve.
d) None.

View Answer

c) Combination of concave and convex curve.

2. Montague type of fall is a

a) Rapid fall.
b) Glacis fall.
c) Modified Glacis fall.
d) All of these.

View Answer

c) Modified Glacis fall.

3. Vertical drop fall is also known as

a) Sarda fall.
b) Rapid fall.
c) Inglis fall.
d) Ogee fall.

View Answer

a) Sarda fall.

Vertical drop fall is also known as sarda fall.

4. Inglis type of fall is also known as

a) Buffle fall.
b) Sarda fall.
c) Montague fall.
d) None.

View Answer

a) Buffle fall.

5. To dissipate the energy of falling water a _____ is provided in vertical drop fall.

View Answer

Water Cushion.

6. When the slope of the natural ground surface is even and long, then _____ fall is provided in an irrigation canal.

a) Buffle.
b) Sarda.
c) Montague.
d) Rapid.

View Answer

d) Rapid.

7. Rapid fall consists of a longidudinal slope which varies from

a) 1 in 5 to 1 in 10.
b) 1 in 10 to 1 in 20.
c) 1 in 20 to 1 in 40.
d) 1 in 25 to 1 in 45.

View Answer

b) 1 in 10 to 1 in 20.

Read Also:

Puzzolana – MCQ || Building Materials

Puzzolana – MCQ

1. The word puzzolana is derived from

a) Puzzoli
b) Pozzuoli
c) Puzzolina
d) None of these

View Answer

b) Pozzuoli.

The word puzzolana is derived from Pozzuoli. Pozzuoli is a town of Italy.

2. Puzzolana is

a) Natural
b) Artificial
c) Both

View Answer

c) Both

Puzzolana maybe natural or artificial.

3. Which of the following is the example of a natural puzzolana?

a) Silica fume
b) Fly ash
c) Bavarian trass
d) All of these

View Answer

c) Bavarian trass.

4. Which of the following is an example of an artificial puzzolana?

a) Surkhi
b) Ground blast furnace slag
c) Rice husk ash
d) All of these

View Answer

d) All of these

5. The avarage particle size of silica fume is

a) 0.1 to 0.3
b) 1 to 15
c) 15 to 100
d) 25 to 75

View Answer

a) 0.1 to 0.3

6. Calcined clay puzzolana is also known as

a) Surkhi
c) Homra
d) All of these

View Answer

d) All of these

In India, Calcined clay puzzolana is called surkhi.

In Indonesia, Calcined clay puzzolana is called Semen-Merah.

In Egypt, Calcined clay puzzolana is called Homra.

Read Also:

Gypsum – MCQ

Plastic Materials – MCQ

Ceramic Materials – MCQ

Ferrous Metals – MCQ

What is the Earth Cofferdam? Learn about it

What is the Earth Cofferdam?

Earth cofferdam is the simplest form of a cofferdam. It is very easy to construct but it is not effective for such places where the depth of water is above 2 m.

The earth is likely to be easily washed away so this type of cofferdam is not suitable where water velocity is high. Its use is limited to small depths of water say up to 2 m.

The width of such dams should not be less than 1 m at the top. And, the sides of the bank should be properly sloped to provide stability and imperviousness. The sides slope of the earth cofferdam depends on the type of soil used for its construction.

Earth cofferdam may be made from a mixture of sand and clay. To prevent the scouring effect due to the action of water, the side slopes should be protected by covering with rip rap or stone rubble pitching.

Read More:

Rockfill Cofferdams

Sandbag Cofferdams

Uses of Cofferdams

Gypsum – MCQ || Building Materials ||

Gypsum – MCQ

1. Gypsum loses all its water of crystallization at about

a) 50° C.
b) 100° C.
c) 200° C.
d) 300° C.

View Answer

b) 100° C.

Gypsum loses all its water of crystallization at about 200° C.

2. Plaster of paris contains about

a) 4 % of water.
b) 6 % of water.
c) 8 % of water.
d) 10 % of water.

View Answer

b) 6 % of water.

Plaster of paris contains about 6 % of water.

3. Gypsum has

a) Low creep.
b) High bulk density.
c) Negligible shrinkage.
d) Dam proofing properties.

View Answer

c) Negligible shrinkage.

Gypsum has negligible shrinkage.

4. Keene’s cement is made from

a) Slag.
b) Gypsum.
c) Lime.
d) Puzzolana.

View Answer

b) Gypsum.

Keene’s cement is made from Gypsum.

5. Mack’s cement is made from

a) Slag.
b) Gypsum.
c) Lime.
d) Puzzolana.

View Answer

b) Gypsum.

Mack’s cement is made from Gypsum.

6. The number of water molecules present in gypsum is

a) 1/2
b) 1
c) 2
d) 3

View Answer

c) 2.

Gypsum – CaSO4. 2 H2O

Hence, the number of water molecules present in gypsum is 2.

7. The number of water molecules present in Plaster of Paris is

a) 1/2
b) 1
c) 2
d) None of these

View Answer

a) 1/2.

Palaster of Paris – CaSO4. 0.5 H2O.

Hence, the number of water molecules present in palaster of paris is 1/2 or 0.5.

8. The difference in the number of water molecules in gypsum and plaster of paris is

a) 1/2
b) 1/3
c) 2/3
d) 3/4

View Answer

c) 2/3.

Gypsum – CaSO4. 2 H2O. [ Number of water molecules is = 2]

Plaster of Paris – CaSO4. 0.5 H2O. [ Number of water molecules is = 0.5 0r 1/2]

So, the difference in number of water molecules in Gypsum and Plaster of Paris is = (2 – 1/2 ) = 1.5 0r 2/3.

9. The setting time of the plaster of paris is delayed by adding retardant

a) Clay.
b) Glue.
c) Cattle hair.
d) All of these.

View Answer

b) Glue.

10. In metallurgical industries the moulds are manufactured from gypsum of variety having

a) α-modification.
b) β-modification.
c) hygroscopicity.
d) Porus structure.

View Answer

a) α-modification.

Read More:

Ferrous Metals – MCQ

Puzzolana – MCQ

Ceramic Materials – MCQ