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Asked: February 2, 2021In: Construction

What are the purposes for building dams in semi-arid regions?

aviratdhodare
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What are the purposes for building dams in semi-arid regions?

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Asked: November 25, 2017In: Construction

What is difference between Mild steel, HYSD bars, CTD bars and QST bars?

Gopal Mishra
Gopal Mishra

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What is the difference between Mild steel, high yield strength deformed bars, cold twisted deformed bars and QST bars?

  1. aviratdhodare

    aviratdhodare

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    Added an answer on September 12, 2020 at 6:55 pm

    Steel reinforcing bars are used to enhance the tensile strength of concrete though concrete is weak in tension, and its because both have the same coefficient of thermal expansion. Also, structural steel is used as such to construct steel buildings, which is more easier in erection and is having lesRead more

    Steel reinforcing bars are used to enhance the tensile strength of concrete though concrete is weak in tension, and its because both have the same coefficient of thermal expansion. Also, structural steel is used as such to construct steel buildings, which is more easier in erection and is having less strength to weight ratio compared to concrete. Also steel have 100% scrap value.

    MILD STEEL REINFORCING BARS

    The mild steel bars are smooth and round in shape having diameter ranges from 6mm to 50mm used for small scale construction works.

    Mild steel is also known as low carbon steel having 0.1% to 0.25% of carbon. But mild steel is not considered as an alloy steel though it doesn’t contain other elements in it compared to different steel varieties. As carbon content increases, ultimate strength and hardness will increase, but ductility and toughness decreases. Though mild steel contains very little carbon, it is ductile and weldable but having low strength. Also, mild steel is highly prone to corrosion.

    HIGH YIELD STRENGTH DEFORMED BARS

    High yield strength deformed bars (HYSD) are manufactured under heat treatment followed by either heat rolled or cold twisted for shaping.

    HYSD bars moderately resistant to corrosion and the manufacturing process itself cause surface flaws in it. It is heavily weighted, and its transportation cost is high. Residual stress is high and tensile stress is low in HYSD bars that cause deformation.

    THERMO-MECHANICALLY TREATED BARS

    TMT bars are having much more advantages than hysd bars and nowadays hysd bars are not using.

    TMT bars are having a hardened outer core and soft inner core. These bars are passed through water after they get hot rolled, which makes the surface more firm, and the inner core stays warmer itself. Hence core became more ductile, and no deformation process employed like in hysd makes it more strengthened. TMT bars are having soft ferrite-pearlite core with a hard martensitic rim.TMT bars help to reduce steel consumption to 8 to 11% compared to hysd bars. TMT bars are having more corrosion resistive property and is highly flexible than hysd bars. It is highly earthquake resistant with high tensile strength and low residual strength. TMT bars can absorb about 400 to 600°C of heat and highly fire-resistant.

    COLD TWISTED DEFORMED BARS

    The specifications related to CTD bars are provided in IS: 1786–1985. They are commonly known as TOR steel bars.

    TOR is a kind of high adherence steel. TOR bars have surface deformation formed by twisting the steel after lengthening. This imparts high yield strength to steel and furnishes legitimate proper bondage with concrete.TOR is a type of hysd steel, where the steel bars, subsequent to experiencing the required heat treatment process, are cold twisted and distorted.

    QUENCHED AND SELF TEMPERED STEEL

    These are very much similar to TMT bars where annealing is the process which is not conducted for QST steel manufacturing. These have adequate quality and malleability. QST steel bars are also having the same cross-sectional material of soft ferrite-pearlite core with a hard martensitic rim as that of TMT bars.

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Asked: July 7, 2020In: Construction

Which are the materials used for making scaffolding?

Wellcaffolding
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Which are the materials used for making scaffolding? and which one is better?

  1. aviratdhodare

    aviratdhodare

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    Added an answer on September 10, 2020 at 11:59 pm

    Plywood with wooden Doca H beams. Steel plates Aluform which uses aluminium frames and various nut assemblies For underground works, PECAFORM. For various assemblies like U Jack, tie rod, tie nuts, scaffoldings, stair tower aluminium and steel is used depending on requirement. Where strength is mainRead more

    1. Plywood with wooden Doca H beams.
    2. Steel plates
    3. Aluform which uses aluminium frames and various nut assemblies
    4. For underground works, PECAFORM.
    5. For various assemblies like U Jack, tie rod, tie nuts, scaffoldings, stair tower aluminium and steel is used depending on requirement. Where strength is main priority steel is used and in case of lightweight assembly like scaffoldings for work platforms, aluminium can be used.

    Generally,

    1. Wooden Planks And Plates.
    2. Playboards
    3. Steel Sheets, Make sure it is mild
    4. GI or corrugated sheets
    5. Require Scaffolding of wooden ballies
    6. Scaffolding of Metal Frames
    7. Scaffolding of Bamboos
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Asked: July 15, 2020In: Construction

How to repair Honeycombs in Column?

fathima
fathima

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How to repair Honeycombs in Column?

  1. AdityaBhandakkar

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    Added an answer on September 18, 2020 at 6:36 pm
    How to repair Honeycombs in Column?

    Causes of honeycombing in the column: Improper mixing ratio Vibrating not done properly Use of excessive stiff concrete. Use of figure size of aggregate in concrete during mixing. Curing not done properly Following are the remedies of honeycombing in the column: the spacing of reinforcement should bRead more

    Causes of honeycombing in the column:

    1. Improper mixing ratio
    2. Vibrating not done properly
    3. Use of excessive stiff concrete.
    4. Use of figure size of aggregate in concrete during mixing.
    5. Curing not done properly

    Following are the remedies of honeycombing in the column:

    1. the spacing of reinforcement should be maintained properly so that the vibrating needle goes middle in of the column and operating properly. If the spacing of reinforcement and stirrups is less, this illustrates the vibrating operations.
    2. In a column, strictly use of less than 20 mm aggregate used to reduce honeycombing defects.
    3. Tapping the shuttering with the help of wooden hammer during concreting this helps for minimising the honeycomb being up to great extent.
    4. Use of a thinner needle, it may be less than 25 mm. This allows vibrating at in very less space in the column.

    Hope this helps.

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Asked: July 16, 2020In: Construction

Which type of building is best for G+1 story bungalow frame structure or load bearing?

vivek gami
vivek gami

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Which type of building is best for G+1 story bungalow frame structure or load bearing?

  1. DevilAVRT

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    DevilAVRT Beginner
    Added an answer on July 16, 2020 at 4:15 pm

    For the G+1 structure, the load-bearing structure is consistently prudent. Notwithstanding, if it is a modern structure or the dirt conditions are terrible, at that point, confined structures are liked. Regardless of whether you settle on load-bearing sort structure, it is fitting to give RCC groupsRead more

    For the G+1 structure, the load-bearing structure is consistently prudent. Notwithstanding, if it is a modern structure or the dirt conditions are terrible, at that point, confined structures are liked. Regardless of whether you settle on load-bearing sort structure, it is fitting to give RCC groups at plinth, ledge, and lintel levels to improve the seismic obstruction of the structure. In addition, On the off chance that the range of the section or pillar is progressive, at that point, to stay away from load fixation from bars on to the heap bearing dividers, it will be smarter to go for encircled structure. Likewise, the surrounded structure gives adaptability of receiving diverse floor plans for Ground and First floor.

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Asked: July 10, 2020In: Construction

What are Refractory Bricks and mention it’s types?

Shivan
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 19, 2020In: Construction

What is key differences between cable stayed and cable suspension bridge?

Himanshu joshi
Himanshu joshi

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What is key differences between cable stayed and cable suspension bridge?

  1. nikeetasharma

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    Added an answer on December 17, 2020 at 12:45 pm

    Cable stayed bridges may look similar to suspension bridges. They both have roadways that hang from cables and both have towers. But the two bridges support the load of the roadways in very different ways. The difference lies in how the cables are connected to the towers . In suspension bridges, theRead more

    Cable stayed bridges may look similar to suspension bridges. They both have roadways that hang from cables and both have towers. But the two bridges support the load of the roadways in very different ways. The difference lies in how the cables are connected to the towers . In suspension bridges, the cable ride freely across the towers, transmitting the load to the anchorages at either end. In cable stayed bridges, the cables are attached to the towers, which alone bear the load.

    The cable can be attached to the roadway in a variety of ways. In a radial pattern cables extend from several points on the road to a single point at the top of the tower. In a parallel pattern, cables are attached at different heights along tower running parallel to one another.

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Asked: August 17, 2020In: Construction

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

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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