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Discy Latest Questions

Asked: July 10, 2020In: Construction

What are Refractory Bricks and mention it’s types?

Shivan
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What are refractory bricks and mention it’s types?

  1. nikeetasharma

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    Added an answer on October 8, 2020 at 9:40 pm

    A fire brick, firebrick, or refractory is a block of ceramic material used in lining furnaces, kilns, fireboxes, and fireplaces. A refractory brick is built primarily to withstand high temperature, but will also usually have a low thermal conductivity for greater energy efficiency. There are mainlyRead more

    A fire brick, firebrick, or refractory is a block of ceramic material used in lining furnaces, kilns, fireboxes, and fireplaces. A refractory brick is built primarily to withstand high temperature, but will also usually have a low thermal conductivity for greater energy efficiency.

    There are mainly three varieties of refractory bricks;

    a) Acid Refractories
    i. Ordinary Fire Bricks
    ii. Silica Bricks
    iii. Ganister Bricks

    b) Basic Refractories
    i. Magnesite Bricks
    ii. Dolomite Bricks
    iii. Bauxite Bricks

    c) Neutral Refractories
    i. Chromite Bricks
    ii. Carborundum
    iii. Chrome Magnesite Bricks
    iv. Spinal Bricks
    v. Forsterite Bricks

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Asked: July 22, 2020In: Structural Engineering

What is the benefit of smaller dia steel instead of larger dia steel in slab and beam?

vivek gami
vivek gami

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What is the benefit of smaller dia steel instead of larger dia steel in slab and beam?

  1. nikeetasharma

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    Added an answer on December 18, 2020 at 6:40 pm

    Having smaller diameter rebar distributed throughout the structure also distributes the load from the concrete to the steel more effectively as there is a greater area of contact for adhesion between the two.

    Having smaller diameter rebar distributed throughout the structure also distributes the load from the concrete to the steel more effectively as there is a greater area of contact for adhesion between the two.

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Asked: January 2, 2019In: Construction Site Related

How to calculate volume of quandrilateral / Irregular shape concrete?

talha
talha

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Top and Bottom both faces have all sides are different lengths and height is constant.  

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on October 5, 2020 at 9:24 pm
    This answer was edited.

    Place bricks on one top of the other around the concrete shape you want to find its volume. First, choose a rectangular shape around the object and then going to the object. Then place a sufficiently large sheet of polythene in the space around the concrete object for covering the mold. Then take aRead more

    Place bricks on one top of the other around the concrete shape you want to find its volume.

    First, choose a rectangular shape around the object and then going to the object.

    Then place a sufficiently large sheet of polythene in the space around the concrete object for covering the mold.

    Then take a standard bucket of 25-liter capacity and then slightly pour water within the polythene most do formed. Keep a count of the buckets of water poured till it overflows at the top of the brick wall.

    Measure the inside dimension and depth of the rectangular moat.

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Asked: February 2, 2021In: Construction

Which type of reinforcement are used in pre-stressing?

nikeetasharma
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Which type of reinforcement are used in pre-stressing?

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Asked: July 16, 2020In: Geotechnical Engineering

What is a triaxial test?

Vivek Patel
Vivek Patel

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What is a triaxial test? Why it is significant to know soil property? and which type of property?

  1. nikeetasharma

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    Added an answer on September 8, 2020 at 2:20 pm

    Triaxial test ; The triaxial test is one of the most versatile and widely performed tests in the geotechnical laboratory. It allows shear strength and stiffness of soil and rock to be determined for use in geotechnical design. - Procedure of triaxial test :- The triaxial test typically involves subjRead more

    Triaxial test ;

    The triaxial test is one of the most versatile and widely performed tests in the geotechnical laboratory. It allows shear strength and stiffness of soil and rock to be determined for use in geotechnical design.

    – Procedure of triaxial test :-

    The triaxial test typically involves subjecting a cylindrical specimen of soil, whose diameter ranges from 38mm to 100mm, into a cell that can be pressurized. Most of the specimens have an approximate 2:1 height to dia ratio and are sealed with a rubber membrane. The specimen preparation generally depends upon the type of soil. Cohesive soil samples are prepared directly from saturated compacted samples, either undisturbed or remolded. The specimen for cohesion-less soil is prepared with the help of the mold that maintains the required shape of the specimen.

    And then the specimen is vertically covered with a thin rubber membrane and placed between two rigid ends inside a pressure chamber. The upper plate can move vertically and apply vertical stresses to the specimen. The axial stress/strain of the sample is controlled by the movement of this vertical axis. The water pressure surrounding the sample in the pressure chamber controls the confining pressure. Also, the volume change of the sample is controlled by measuring the exact volume of moving water.

     

    There are three primary triaxial test carried out in a laboratory, depending upon the combination of loading and drainage condition ;

    • Consolidated – Drained (CD)
    • Consolidated – Undrained (CU)
    • Unconsolidated – Undrained (UU)

    Triaxial test is significant to know soil property because it determines the ability of soil to resist shear stress and strain. Different combination of confining and axial stresses can be applied. Drained and undrained test can be carried out. The types of properties of soil which can be known by triaxial test are followed ;

    1. Shear strength and stiffness of soil
    2. Stress/Strain behavior
    3. Pore water pressure of soil
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Asked: July 27, 2020In: Structural Engineering

What are the reasons of Building Collapse?

Preet Chovatiya
Preet Chovatiya

Preet Chovatiya

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What are the reasons of Building Collapse?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 20, 2020 at 3:53 pm
    This answer was edited.

    I will provide you a list which causes the building to collapse. Defective building design Faulty construction & More extra loads Failure of foundation Unexpected failure mode Soil liquefaction Demolition through explosives Earthquake Tsunami Typhoon and winds with high speed. Landslides or settRead more

    I will provide you a list which causes the building to collapse.

    1. Defective building design
    2. Faulty construction & More extra loads
    3. Failure of foundation
    4. Unexpected failure mode
    5. Soil liquefaction
    6. Demolition through explosives
    7. Earthquake
    8. Tsunami
    9. Typhoon and winds with high speed.
    10. Landslides or settlement of Sub-base soil due to over drainage.
    11. Soil with less bearing capacity.
    12. Errors in structural design.
    13. Inferior quality of cement and integrants is used.
    14. Use after the expiry of the life of buildings.
    15. Maintenance not done properly.
    16. Proper Foundation not provided.
    17. Less amount of reinforcement provided.
    18. Reinforcement corroded.

      Thank You.

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Asked: February 2, 2021In: Construction

What is piping technology for termite treatment in building?

Salman
Salman

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What is piping technology for termite treatment in building?

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Asked: August 17, 2020In: Construction

How to Calculate the Area of formwork required for a Beam?

gAmE pLay
gAmE pLay

gAmE pLay

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How to Calculate the Area of formwork required for a Beam? Calculate the area of the formwork required for a beam of 2 m span and cross-section dimension of 400 mm x 200 mm?

  1. aviratdhodare

    aviratdhodare

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    Added an answer on August 18, 2020 at 4:10 pm

    Formwork shall be measured in square metres as the actual surfaces in contact with the concrete The formwork or shuttering quantity for the member is measured as per the code of BIS - IS 1200:1982, Part 5- Method of Measurement of Building and Civil Engineering Works. For Column follow the process 1Read more

    Formwork shall be measured in square metres as the actual surfaces in contact with the concrete

    The formwork or shuttering quantity for the member is measured as per the code of BIS – IS 1200:1982, Part 5- Method of Measurement of Building and Civil Engineering Works.

    For Column follow the process

    1. Measure the four sides of column at base or in cross-section.

    2. Calculate the perimeter of column base.

    3. Measure the Colum height.

    4. Multiply the perimeter of base and height of column to give the shuttering area of column.

    Or other way, add all 4 sides and multiply it by height of column.

    For Beam follow the process

    1. Take the cross-section of beam and measure the lengths of the two sides and base of beam.

    2. Sum the three measurements.

    3. Measure the span of the beam

    4. Multiply the span length by sum of the three measurements (beam base two vertical sides) gives the shuttering area of beam.

    The top side in cross-section of beam is not considered as it will be part of beam.

    Or the other way, add the beam height(2 sides) and beam base and multiply it by beam length.

    Other important factors to be considered while picking the shuttering quantities.

    • Where formwork is required to be lined with wall board, hardboard, polythene sheet No deduction shall be made for openings up to 0.4sqm.
    • No deduction shall be made for any opening/cutouts when slip form technique is used.
    • Raking or circular cutting and rounded or moulded edges shall be measured in running meters. Moulded stopping shall be enumerated.
    • Formwork to secondary beam shall be measured up to the sides of main beams, but no deduction shall be made from the formwork of the main beams where the secondary beam intersects it.
    • Formwork to beam shall be measured up to sides of column, but no deduction shall be made from the formwork to stanchion or column casings at intersections of beam.

    Answer:

    Calculation:

    Cross section I terms of metres (400 200 mm) = 0.4  0.2 m

    Width and depth are given in cross section

    Area of the framework = (2 0.4 2) + (20.4  0.2) + (2  0.2)

    = 2.14 

    Result:

    The area of the formwork is = 2.14 .

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