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The different types of TMT (Thermo-Mechanically Treated) steel bars commonly used in construction and their specific applications:

1. Fe 415 Grade TMT Bars:

   - Strength and Elongation: Fe 415 bars have higher elongation properties and are economically feasible. They are ideal for small constructions.

   - Applications:

     - Residential Buildings: Suitable for homes and low-rise residential structures.

     - Areas Prone to Natural Disasters: Fe 415 bars are preferred in earthquake-prone regions due to their flexibility and corrosion resistance.

2. Fe 500 Grade TMT Bars:

   - Versatility and Stability: Fe 500 bars are versatile and stable, making them suitable for various applications.

   - Applications:

     - Multi-Story Buildings: Ideal for constructing multi-story buildings.

     - Underground Constructions: Used in underground structures due to their good stability and elasticity.

     - Seismic Security: Provides high seismic security against earthquakes and other natural calamities.

3. Fe 550 Grade TMT Bars:

   - Higher Tensile Strength: Fe 550 bars have higher tensile strength than Fe 500.

   - Applications:

     - Marine Constructions: Fe 550 bars are used in marine environments where Fe 500 may be insufficient.

4. Fe 600 Grade TMT Bars:

   - Maximum Strength and Durability: Fe 600 bars offer the highest tensile-to-yield strength, ductility, and elongation.

   - Applications:

     - Heavy Constructions: Used in heavy structures that require long-lasting durability and the ability to withstand harsh weather conditions and earthquakes.

The choice of TMT bar grade depends on the specific requirements of the construction project. Whether it's a small home or a massive dam, selecting the right type of TMT bar ensures structural integrity and safety.


Example

Fe 415 is a type of TMT (Thermo-Mechanically Treated) steel bar used in construction. Let's delve into the details:


1. What is Fe 415?

   - The abbreviation Fe stands for ferrous material, which includes iron. These bars are used to reinforce concrete structures.

   - The numerical value 415 represents the minimum yield strength of the bar, measured in N/mm² (newtons per square millimeter).

   - Fe 415 is commonly employed in RCC (Reinforced Concrete Cement) constructions.


2. Applications of Fe 415:

   - Residential Small Buildings: Fe 415 is suitable for smaller homes, low-rise residential apartment buildings, and similar structures.

   - Low-Rise Commercial Buildings: It finds use in low-rise commercial buildings, such as small offices and retail shops.

   - Beams and Columns: Fe 415 grade TMT bars are widely used in beams and columns due to their strength and rigidity.


3. Mechanical Properties of Fe 415:

   - Yield Strength (fy): 415 N/mm²

   - Ultimate Tensile Strength (fu): 485 N/mm²

   - Elongation: 14.5%

   - Yield Strength Ratio (YS Ratio): 1.16

4. Chemical Composition of Fe 415:

   - Iron mixed with small amounts of carbon, sulfur, and phosphorus:

     - Carbon content: ~0.3%

     - Sulfur content: ~0.06%

     - Phosphorus content: ~0.06%

     - Combined sulfur and phosphorus (S+P): ~0.11%.


Remember that choosing the right TMT bar grade depends on the type of structure being built. Fe 415 is particularly suitable for earthquake-prone areas due to its uniform elongation properties. Fe 500 and Fe 550 are other commonly used grades in construction, each with its own specific applications and properties. 

 


  1. Asphalt Concrete: Also known as asphalt pavement, it combines aggregates and liquid asphalt. Used for road surfaces.

  2. Self-Consolidating Concrete: Known for its high filling ability and smooth finish. It flows easily without the need for vibration during placement.

  3. Normal Strength Concrete: The basic mix of materials with no special additives. Used in various applications.

  4. Plain Concrete: No reinforcement added. Used for non-structural purposes like sidewalks and curbs.

  5. Lightweight Concrete: Lower density due to lightweight aggregates. Used in applications where weight matters, such as precast panels.

  6. Glass Concrete: Incorporates recycled glass as an aggregate. Provides a unique appearance.

  7. Air-Entrained Concrete: Contains microscopic air bubbles to improve freeze-thaw resistance. Commonly used in cold climates.

  8. High-Strength Concrete: Has a compressive strength of 6000 PSI or higher. Used in high-rise buildings and heavy-duty structures.

  9. Vacuum Concrete: Excess water is removed during mixing. Used for architectural finishes.

  10. Rapid Set Concrete: Hardens within hours, allowing for faster construction.

 


Bituminous materials play a crucial role in road construction, providing durability, waterproofing, and a smooth surface for traffic. Let's explore some essential bituminous tests used to evaluate their quality:

1. Penetration Test:

   - Measures the consistency of bitumen.

   - A standard needle is allowed to penetrate the bitumen sample under specific conditions.

   - The penetration value indicates hardness or softness.

   - Higher penetration values correspond to softer bitumen.

   - Useful for selecting appropriate bitumen grades for different climates and traffic loads.

2. Ductility Test:

   - Assesses the elongation properties of bitumen.

   - A briquette of bitumen is stretched at a specific rate and temperature until it breaks.

   - The ductility value indicates flexibility and resistance to cracking.

   - Longer ductility values indicate better performance.

3. Softening Point Test:

   - Determines the temperature at which bitumen becomes soft.

   - A bitumen sample is heated, and a steel ball is allowed to sink into it.

   - The softening point reflects the temperature susceptibility of bitumen.

   - Higher softening points indicate better resistance to high temperatures.

4. Specific Gravity Test:

   - Measures the density of bitumen relative to water.

   - Helps assess purity and consistency.

   - Specific gravity values vary based on the type of bitumen.

   - Useful for quality control and mix design.

5. Viscosity Test:

   - Evaluates the flow characteristics of bitumen.

   - Determines the kinematic viscosity at a specific temperature.

   - Viscosity affects workability during construction and performance under traffic loads.

   - Lower viscosity values indicate better workability.

6. Flash and Fire Point Test:

   - Determines the lowest temperature at which bitumen vapors ignite (flash point) and sustain combustion (fire point).

   - Relevant for safety during storage, transportation, and handling.

   - Higher flash and fire points enhance safety.

7. Float Test:

   - Detects impurities in bitumen.

   - A bitumen sample is heated with a solvent, and impurities float to the surface.

   - Useful for ensuring the purity of bitumen before use.

These tests help ensure the quality and performance of bituminous materials in road construction. Properly tested and selected bitumen contributes to durable and reliable roads.



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In the field of Civil Engineering, several fascinating post graduate specializations cater to different aspects of infrastructure and construction. Let's explore some of them:

1. Structural Engineering:

   - Structural engineers design large structures such as buildings, bridges, and dams. They ensure these structures can withstand natural disasters like earthquakes and high winds.

   - Projects: Bridge design, skyscrapers, home improvements, and vehicle and airplane design.

2. Construction Engineering and Management:

   - This specialization focuses on project management principles, building code regulations, and safe, functional, and sustainable construction practices.

   - Students learn how to manage resources, equipment, and budgets for successful construction projects.

3. Environmental Engineering:

   - Environmental engineers work on projects related to water quality, waste management, pollution control, and sustainable development.

   - They address environmental challenges in infrastructure planning and design.

4. Transportation Engineering and Planning:

   - Transportation engineers design and optimize transportation systems, including roads, highways, railways, and airports.

   - They consider traffic flow, safety, and efficiency in their designs.

5. Geotechnical Engineering:

   - Geotechnical engineers study soil and rock properties to assess their stability and suitability for construction.

   - They work on foundation design, slope stability, and soil improvement techniques.

6. Water Resources Engineering:

   - Water resources engineers manage water supply, distribution, and wastewater treatment systems.

   - They address issues related to water availability, flood control, and sustainable water management.

7. Coastal Engineering:

   - Coastal engineers deal with projects near coastlines, including beach erosion control, harbor design, and coastal protection structures.

   - They balance environmental conservation with human needs.



 

The grade of concrete refers to the strength and quality of concrete specified for a particular construction project. It indicates the compressive strength of the concrete that it can achieve after a specified curing period. Let’s delve into the details:

  1. Concrete Grade Calculation:

    • The grade of concrete is denoted by a letter “M” followed by a number (e.g., M10, M20, M30).
    • The “M” stands for “mix”, and the number represents the compressive strength of the concrete in megapascals (MPa) after 28 days of curing.
    • For example, if we mention M10 concrete, it means that the concrete has a characteristic compressive strength of 10 N/mm² at 28 days.
  2. Mix Proportions:

    • Concrete is made by mixing several ingredients: cement, sand, aggregate, and water.
    • The mix ratio determines the proportions of these materials.
    • Different grades of concrete have varying mix proportions.
  3. Common Concrete Grades:

    • Here are some standard concrete grades along with their mix proportions and compressive strengths:
    GradeMix Ratio (Cement: Sand: Aggregates)Compressive Strength (MPa)
    M51:5:105 MPa
    M7.51:4:87.5 MPa
    M101:3:610 MPa
    M151:2:415 MPa
    M201:1.5:320 MPa
    M251:1:225 MPa
    M30Design Mix30 MPa
  4. British/European Standards:

    • According to BS 8500-2 British/European standards, the grade of concrete is denoted as C10, C15, C20, C25, etc.
    • The “C” signifies “Concrete Strength class”, and the number behind it refers to the characteristic compressive strength of concrete in N/mm² at 28 days.

In summary, the grade of concrete plays a crucial role in ensuring the structural integrity of buildings and infrastructure. It’s essential to choose the appropriate grade based on the specific requirements of each construction project.

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Civil Engineering Events like Conference, Workshop, Exhibition, Seminar are essential for students, academician and field engineers to get update on the latest development in the field of Civil Engineering.
 

The technical events are organized by several organization and institutions periodically every year. Further to get update of academic events using your android app, there is an exclusive app called Civil Engineering Events which is available free from Google Play Store. Also, this app allows user to submit their events free without any restriction. The submitted content will be reviewed by technical team before publishing.

Civil Engineering Events
Price: 0 USD

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The article outlines to display top android tools for Civil Engineering Students. We have tried to select a variety of apps catering the needs of an engineering students in the field of Civil Engineering.

These apps are all pretty awesome and worth downloading. The selected different android apps are useful for students preparing exams, calculator tools, magazines etc., In particular all the apps are free to download without restriction.





App updates all research news in the field of Civil Engineering and its sub domain. World research news are updated at regular interval.

Price: 0 USD




All Civil Engineering magazines are updated every month by including sub domain like Enviromental Engineering, Transportation Engineering, Construction management, Architecture, etc.,

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Play and Learn Civil Engineering topics. It is found to be the best app to play with subject topics. Essentail app for Civil Engineering students.

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Learn all Civil Engineering Subject topics from basics to advanced, the allows user to read and bookmark the topics. Further the app is useful for students preparing interview and exams.

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Stream all Civil Engineering Subject lectures from basics to advanced, the lectures are taken by professors of top institutes. Complete database on all video lectures are available with user friendly interface.

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App updates all GATE Civil Engineering question papers with answers, the app includes all key for question papers with answers. This app includes 20+ years of questions with answers.

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Final word.... These apps are serving basic needs for all Civil Engineering Students and Graduates.
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AIM 
To determine the penetration value of given Bitumen

THEORY 
The consistency of bituminous material varies depending up on several factors such as constituents, temperature, etc. Determination of absolute viscosity of bituminous material is not so easy.  Therefore, the consistencies of these materials are determined by indirect method. Penetration value is an indirect method of measurement of hardness or consistency of bituminous material. It is the vertical distance traversed or penetrated by the point of a standard needle into the bituminous material under specific conditions of load, time and temperature. This distance is measured in one tenth of a millimeter. Softer the bitumen greater will be the penetration. The penetration test is widely used for classifying the bitumen in to different grades.  The BIS has standardised the penetration test equipment and the test procedure. It is not regarded as suitable for use in connection with the testing of road tar because of the high surface tension exhibited by these materials and the fact that they contain relatively large amount of free carbon. 

APPARATUS 

a) Container - A metal or glass cylindrical, flat bottom container of essentially the following dimensions shall be used: 
For penetrations below 225: 
Diameter, mm - 55 
Internal depth, mm - 35 
For penetrations between 225 and 350: 
Diameter, mm - 70 
Internal depth, mm - 45 

b)  Needle- A straight highly polished cylindrical stainless  steel rod. The needle is provided with a shank approximately 3 mm in diameter into which it is immovably fixed. The taper shall be symmetrical and the point shall be 'blunted' by grinding to a truncated cone. 

c)  Water Bath - A water bath preferably with a thermostat maintained at 25.0 ± 0.1 °C (containing not less than 10 litres of water.  The sample being 
immersed to a depth of not less than 100 mm from the top and supported on a perforated shelf not less than 50 mm from the bottom of the bath. 
 
d)  Transfer Dish - A small dish or tray, provided with some means which ensure a firm bearing and prevent the rocking of the container, and of such capacity as will ensure complete immersion of the container during the test. 

e)  Thermometer – a thermometer of range 0 to 44 °C. 

f)  Time device- For hand operated penetrometers, a timer device or stop watch, accurate to 0.1 second. 

PROCEDURE 

1.  The bitumen is heated to a pouring consistency, about 75 to 100°C above the temperature at which bitumen softens. The sample is thoroughly stirred to make it homogeneous and free from air bubbles and water. 
2.  The sample is poured into the container of 35 mm depth (to a depth at least 10 mm more than the expected penetration). 
3.  The sample containers are placed on the transfer tray and cooled in atmosphere at temperature between 15 to 30 °C for 60 to 90 minutes. 
4.  Transfer the tray with containers is placed in the thermostatically controlled water bath maintained at a temperature of 25.0±0.1 °C for a period of 60 to 90 minutes (for testing bitumen with penetration value between 225 and 350, the container of depth 45 mm and diameter 70mm is used and the cooling period in atmosphere and in water bath is 90 to 120 minutes each.) 
5.  The transfer tray with sample container and water is removed from the water bath and placed under the needle of penetrometer. 
6.  Using adjusting screw, the needle assembly is lowered and the tip of the needle is made to just touch the top surface of bitumen sample and the needle assembly is clamped in this position. 
7.  The contact of the tipoff the needle is checked using the mirror placed on the rear of the needle.  The initial reading of penetrometer dial is either adjusted to zero or the initial reading is taken before releasing the needle.
8.  The needle is released exactly for a period of5.0 seconds by pressing the knob and the final reading is taken on the dial. 
9. The needle assembly is then raised and the penetration needle is removed and replaced by a clean, dry needle. 
10. At least three such measurements are made on this sample at testing distance of not less than 10 mm apart. After each test the needle is designated and cleaned with benzene and carefully dried. The test is repeated on the sample in the other containers, after keeping in the water bath maintained at a temperature of 25°C.  

OBSERVATION AND CALCULATIONS 

Period of curing in atmosphere = 
Period of curing in water bath =  

Penetrometer Dial Reading

Test 1

Test 2

Test 3

Initial

 

 

 

Final

 

 

 

Penetration Value

 

 

 

Mean penetration value =

RESULT 
Penetration value of bitumen = 

INFERENCE FROM TEST
Penetration test is most commonly adopted test in bitumen to determine the grade of material in terms of its hardness because of its simplicity. The penetration grades of bitumen are generally denoted as 80/100, 60/70, or 30/40 grade bitumen. 80/100 bitumen denote that the penetration value of the binder ranges between 80 and 100. The penetration value of various type of bitumen used in pavement construction in this country ranges between 20 to 225. The appropriate grade of bitumen binder to be used for road construction work is decided depending upon the climatic condition of the project site, the type of construction / specification and the pavement layer (base course binder / course surface / course).  Harder grade of bitumen binder with lower penetration value is generally used in warm region. In cooler region bitumen with higher penetration value is generally used. However, binders which become very stiff at low temperature are not preferred for road construction in region with cold weather. 
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Reference Code : IS:8887-2004
AIM 

To test the Bitumen Emulsion for coagulation at low temperature to ensure the homogeneity and stability, if exposed or stored at sub-zero temperature. 

APPARATUS 
a)  Boiling tube 
b)  Water bath 
c)  Refrigerator 
d)  Glass rod 
e)  600-micron IS sieve 
f)  Beakers -Two, 600 ml capacity 
 
PROCEDURE 
1.  Sieve bitumen emulsion through 600-micron IS sieve 
2.  20 ml of previously sieved homogenous bitumen emulsion is transferred in to a boiling tube 
3.  The temperature of this boiling tube is brought to 30°C by plunging the tube into water bath previously set at 30°C with gentle stirring by a glass rod. 
4.  Once the temperature of bitumen emulsion is constant at 30°C, the tube is plunged into ice bath or refrigerator previously set to 0°C with slow stirring by rod. 
5.  Once the temperature of emulsion reaches 0°C, discontinue stirring and the tube  is  transferred  into  another  beaker  with  a  freezing  mixture at a temperature of -3 to -4°C for 30 minutes. 
6.  Finally, the tube is removed from refrigerator and brought to room temperature without any disturbance 
7.  The emulsion is filtered through 600 micron IS sieve and sieve is washed with distilled water and checked for residual bitumen coagulation.

FINDING FROM TEST

The emulsion has passed the test, if there is no coagulation. 
 
SPECIFICATION DETAILS
 
As per IS 8887:2004, coagulation at Low Temperature should be NIL
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Soils are formed by weathering of rocks due to Mechanical disintegration or Chemical decomposition. When rock surface are exposed to atmosphere for considerable period of time, 
( contineous heating and cooling of rock )  result in  disintegrates or decomposes to form soil.

Formation of Soil also happens due to physical reaction and chemical reaction over the surface

1. Physical Disintegration
2. Chemical decomposition of rocks
Soil Classification is separation of soil into classes or groups each having similar characteristics and behaviour. Classification for engineering purpose should be based mainly on mechanical properties.
Like: Permeability, Stiffness, Strength etc.,

Classification based on Grain Size
Soil particles 
       1.Fine soil
  • below 0.002mm are clay
  • between 0.002 to 0.075mm are silt
      2. Coares grained soil

  • between 0.075 to 4.75mm are sand
  • between 4.75 to 80mm are gravel size



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The Civil Engineering Magazines is the first app in playstore to update magazines from different sources, magazine are free to read and download.
Topics included are
-Construction
-Environmental Engineering
-Geotechnical Engineering
-Transportation Engineering
-Structural Engineering
-Interior Design
-Builders Info
App as option to bookmark, share and download
The app is designed to meet the needs of Students, Teachers and Practicing Engineers.Use the below link to download from Playstore.
 Download from Playstore
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What is Compaction?
Compaction is said to be compression of soil by expulsion of air from voids. It is a quick process, requires short term loading. Dynamic loading is applied during compaction, both cohesion and cohesionless soil can be compacted. Compaction is always done to get maximum dry density, which helps in improving bearing capacity. Compaction is done before start of construction. Mostly done in Construction of roads, Embankment, dam etc.,

What is Consolidation?
Consolidation is said to be compression of soil by expulsion of water from voids. It is a slow process, requires long term loading. Static or constant loading is applied (some times happen naturally), only cohesive soil can be consolidated. Consolidation is done naturally by structural loads from foundation. Consolidation is done naturally during the process of Construction. (Some times happen with natural settlement)



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Brickwork Construction
In most of the building construction projects brick is used in an higher proportion nearly about 70 to 80%. So, estimating the quantity of bricks and other material for construction is the basic step to do construction in an economy way.

  1. Bricks used in the construction is available in different sizes based on the location for our present study let us take a standard size of  modular brick is 190 X 90 X 90 mm.
  2. Assume Mortar thickness as 10 mm
  3. Cement mortar ratio 1:6
  4. Calculation is done for Brickwork volume 1cum (1 cubic metre) - Volume of your brickwork
Calculation

Volume of bricks with mortar

Volume of 1 brick with mortar = 200 X 100 X 100 ( 10 mm mortar thickness on all sides)

                                                  = 0.2 X 0.1 X 0.1

Volume of brick with mortar = 0.002 Cum (m3)


Number of Bricks required for 1 cubic metre = 1/0.002 = 500 Numbers

Volume of bricks without mortar

Volume of 1 brick without mortar = 190 X 90 X 90

                                                       = 0.19 X 0.09 X 0.09 (converting to metre)

Volume of 1 brick without mortar  =  0.001539 Cum (m3)

Volume of 500 bricks without mortar = 500 X 0.001539 Cum

Volume of bricks without mortar for 1 cum = 0.7695 Cum  (m3)

Required amount of cement mortar = 1 Cum – Volume of bricks without mortar

                                                         = 1 – 0.7695

Required amount of Cement Mortar  = 0.2305 Cum  (m3) (Wet Condition)

The Calculated volume is in a wet condition that means we need 0.2305 cum cement mortar in mixed condition (after mixing water). In order to find the dry volume, we need to multiply 33 % as bulkage of sand.

Dry volume of a mortar = 0.2305 cum X 1.33 = 0.306565 cum

Mortar Ratio is 1:6
1 part cement and 6 part sand, total part 1+6 =7
Density of cement = 1440 kg, multiplying the 1440 kg density of cement with dry volume of mortar to calculate the cement quantity.
1= cement part
7= total 
Required amount Cement quantity in brickwork = 0.306565 X 1/7 X 1440 kg

Required amount Cement quantity = 63 Kg = 1.26 bags
Approximately 1.26 bags if the bacg is 50 Kg


6 = Sand part
7 = total
Required amount of Sand = 0.306565 X 6/7 = 0.26277 Cubic metre

For 1Cubic metre of Brickwork, we require

  • 500 Bricks
  • 63 Kg Cement 
  • 0.263 cum sand


Android app for Brickwork Calculator 
Windows Version


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Civil Engineering Research News is an essentail android app for civil engineering researchers, which updates recent developments in the field of Construction, Environmental Engineering and Transportation Engineering. 

Features :  Read articles, Bookmark and share research updates








The app is designed to meet the needs of researchers, all research news are updates from trusted source and has got regular updates. Use the below link to download from Playstore.
 Download from Playstore

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Clay
Cohesion is said to be attraction between particle of same type or origin, type of soil where there is inter-particular attraction. In these type of soil particles are very fine and it is governed by surface fore rather than its self weight. Also, the friction between the soil will not happen hence shear strength will be contributed by only cohesive force and not internal friction.






Example: Clay

Non-cohesive soil -soil with out cohesive force, has coarser particles with self weight governing their behaviour. The soil particle has internal friction and shear strength depends on internal friction between their sand particles. 

Example: Sand

Most natural soil have both cohesive and frictional force contributes shear strength.

Sand
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The following are the good properties of brick which helps in building and maintaining the structure safe for longer period

  1. Colour of the brick should be uniform
  2. The faces of brick should be plane and should have sharp and right-angled corners.
  3. Size of the brick should as per the standards (codes) of the country.
  4. The texture of the brick should be fine, dense and uniform.
  5. When we struck two bricks it should produce a metallic sound.
  6. When scratched with finger the brick should not produce any impression over surface.
  7. The brick should not break when it is dropped from a height of 1m.
  8. The crushing strength of brick should be equal or greater than 3.5N/mm2.
  9. The water absorption should not be more than 20% of the weight of the brick. (immersed for 24hours)
  10. The brick should not show white patches when soaked in water for 24 hours and dry in shade. Presence of white patches indicates the presence of sulphate of calcium, magnesium and potassium.
  11. The brick should have low thermal conductivity which keeps the home cool in all weather.
  12. Light weight and hollow bricks provide good sound insulation.
  13.  Fire resistivity is another good quality of brick. 






The Concrete Calculator is a software tool used to estimate the quantity of Cement, Sand, Coarse- Aggregate and Water for concrete works. Application has the option to calculate Rectangular -( Slab , Beam & Column Volume ) and Circular - ( Beam & Column Volume ). 



Input can be entered in cubic-meter and cubic-feet, output of cement is displayed in kg, quantity of cement and aggregate are in cubic-meter and cubic-feet and required amount of water is calculated in Liters and Gallon.
Portable Version Compatible with all version of Windows

send your feedback to 
mail@civilengineeringnews.tk

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Residential Building
Detail Estimate of Residential Building for

  1. Earthwork in Excavation
  2. Cement Concrete in Foundation
  3. First Class Brickwork in 1:6 cement sand in foundation and plinth
  4. 2.5 cm Damp proof course and
  5. First class brickwork with cement mortar in superstructure




Centre to Centre Length of Walls

       Hall and Bed Room1
       c.to c. Long walls =6+(2x0.15)+.03+0.3=10.6 m
       c.to c. Short walls=5+0.3=5.3 m
       Kitchen, bath and Bed Room2
       c.to c. Long walls =4+4.3+(0.3x2)+1.4+(2x0.15)=10.6 m
       c.to c. Short walls=5+0.3=5.3 m
                            bath = 1.4+(2x0.1)=1.6 m



Abstract of Quantity

  1. Earthwork Excavation - 53.46 cu m
  2. Cement Concrete in Foundation - 23.76 cu m
  3. Brickwork in Foundation - 23.11 cu m
  4. Damp proof Course - 24.99 sq m
  5. Brickwork in superstructure - 87.06 cu m
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