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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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Asked: May 31, 2016In: Construction

Why Voids are Considered in Calculation of Material Quantity of Mortar?

Gopal Mishra
Gopal Mishra

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When we calculate quantity of materials for cement mortar, the voids are considered for sand. So, my question is why these voids are considered while calculating quantities of materials in cement mortar?

  1. Gopal Mishra

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    Gopal Mishra
    Added an answer on October 18, 2017 at 1:56 pm

    Have you heard about bulking of sand. The free moisture content in fine aggregates results in bulking of volume. The moisture in the sand forms a thin film around each particle which exerts surface tension and keeps the nearby particles away from it. Thus due to surface tension, every particles keepRead more

    Have you heard about bulking of sand. The free moisture content in fine aggregates results in bulking of volume. The moisture in the sand forms a thin film around each particle which exerts surface tension and keeps the nearby particles away from it. Thus due to surface tension, every particles keeps away from each other.

    This bulking of sand increases with increase in moisture content upto a certain limit and decreases with further increase in moisture. This can be seen in the figure.
    Bulking of Sand

    As you know that, we while calculating quantities of materials required for mortar, we consider the dry volume of the sand. But in practical cases, the sand has some free moisture due to which the volume of the sand is more than its dry volume.

    Thus, while calculating the quantities of materials for mortar, the voids are considered in the sand and increased wet volume is used in the calculation. When the sand is dried up, the moisture in sand is replaced by the voids.

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Asked: April 29, 2019In: Construction

What are the Books to Refer for Prefabricated Structures?

DHIVYA
DHIVYA

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Which textbooks should be referred to learn about design and construction of prefabricated structures?

  1. Preet Chovatiya

    Preet Chovatiya

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    Preet Chovatiya Learner
    Added an answer on October 13, 2020 at 9:26 pm

    I will recommended you to use Prefabricated Structure by M Pradeep Kumar.

    I will recommended you to use Prefabricated Structure by M Pradeep Kumar.

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Asked: July 15, 2020In: Construction

Explain in detail about closer bricks?

DevilAVRT
DevilAVRT

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Explain in detail about closer bricks?

  1. AdityaBhandakkar

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    Added an answer on September 18, 2020 at 6:36 pm
    Explain in detail about closer bricks?

    Closer bricks: the brick is cut in such a way that one portion is kept remains with the break and used another part for closing the gap. Queen closer: the brakes are cut along the length for making two equal parts longitudinally called as Queen closer width of Queen closer brick is half of the origiRead more

    1. Closer bricks: the brick is cut in such a way that one portion is kept remains with the break and used another part for closing the gap.
    2. Queen closer: the brakes are cut along the length for making two equal parts longitudinally called as Queen closer width of Queen closer brick is half of the original brick called as half Queen closer.
    3. King closer: the brick is cut in such a technique that one end of brick width is half of the width of the original brick.
    4. Bevelled closer: in this break, the stretcher face is bevelled in such a way that at one end half-width and on another end, full width is maintained.
    5. Mitred closer: in this break, the one and it is cut in a mitred manner. That is a 45 to 60-degree angle with length. It is shown in the above diagram.
    6. BAT: if along the length, the brick is cut called as a bat.
    7. Half Bat: along the length, bricks are cut into two equal part.
    8. Three-quarter bat: length equal to 3 quarter of the full-length brick.
    9. Bevelled Bat: width is bevelled. As shown in fig.
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Asked: July 7, 2020In: Construction

What is the difference between Arch and Lintel?

DevilAVRT
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What is the difference between Arch and Lintel?

  1. aviratdhodare

    aviratdhodare

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    Added an answer on September 11, 2020 at 12:00 am

    As far as what they do there is no difference, and both support weight loading above them. Shape wise a lintel is usually flat compared to the curved shape of an arch. Strength wise the arch is far superior and only compresses more the greater the loading, compared with a lintel that has limitationsRead more

    As far as what they do there is no difference, and both support weight loading above them. Shape wise a lintel is usually flat compared to the curved shape of an arch. Strength wise the arch is far superior and only compresses more the greater the loading, compared with a lintel that has limitations to what it will hold before failing due to compression.

    Having said that most lintels carry very little weight anyway as it is spread out through the interlocking of stone, block, or brick and the only weight it actually carries can be measured by drawing a line at 45° from each end of the lintel until they cross in the centre above it and what its actual loading is. Beyond that, the wall supports its own weight and that above it providing something supports the interlocking material and how the Victorians managed to support mass weight purely on timber lintels only 3 inches thick. With lintels, span becomes an issue very quickly much less so with an arch

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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: October 23, 2017In: Construction

Methods of expansion joint treatments in buildings

Gopal Mishra
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Kindly give the expansion joint treatment in buildings

  1. Rohan Chaugule

    Rohan Chaugule

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    Added an answer on June 18, 2020 at 1:36 pm

    Treatment methods for expansion joints in various elements 1) Walls: The joints in the wall are not left exposed. They are covered with covering sheets, which may be of aluminum, hardboard, A.C. sheet, or timber plank. Normally A.C. sheet is used to cover the joint. The covering sheet is fixed to thRead more

    Treatment methods for expansion joints in various elements
    1) Walls: The joints in the wall are not left exposed. They are covered with covering sheets, which may be of aluminum, hardboard, A.C. sheet, or timber plank. Normally A.C. sheet is used to cover the joint. The covering sheet is fixed to the wall on one side of the joint with screws and on the other side by screws through oval-shaped slots. The oval slots permit movement at the joint without causing any damage to the covering sheet.
    Expansion joint in the roof shall invariably be provided with a joint filler and water bar. Joint in-floor shall be invariably sealed to prevent accumulation of dirt, dust, therein.
    The joints in the wall are not left exposed. They are covered with covering sheets, which may be of aluminum, hardboard, A.C. sheet, or timber plank. Normally A.C. sheet is used to cover the joint. The covering sheet is fixed to the wall on one side of the joint with screws and on the other side by screws through oval-shaped slots. The oval slots permit movement at the joint without causing any damage to the covering sheet.
    Expansion joint in the roof shall invariably be provided with a joint filler and water bar. Joint in-floor shall be invariably sealed to prevent accumulation of dirt, dust, therein.
    Framed Walls: In the case of a framed structure, it is necessary to provide two frames, one on either side of the expansion joint. The treatment of joints is similar to those given to the masonry wall expansion joint.

    3) Roofing Slab: The gap of the joint should be sealed with a water bar and sealing
    compound. In order to prevent cracks in the masonry above or below the expansion joint
    R.C.C. or plain concrete bed blocks should be provided in the masonry below the
    expansion joint in the slab.

    Some new methods used for the treatment of Expansion joint in the present time
    1) In this method, a combination of fiber tape and adhesive material is used to cover the expansion joint.

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Asked: July 19, 2020In: Construction

What are stiffener columns?

fathima
fathima

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What are stiffener columns?

  1. AdityaBhandakkar

    AdityaBhandakkar

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    Added an answer on August 14, 2020 at 8:26 am
    What are stiffener columns?

    The column stiffener is used for providing additional support to the columns at the beam connection location. Column Stiffeners provided when the column strength is exceeded but to get the desired strength moment of the beam section. Use of column stiffener: Column stiffeners are the second sectionRead more

    The column stiffener is used for providing additional support to the columns at the beam connection location. Column Stiffeners provided when the column strength is exceeded but to get the desired strength moment of the beam section.

    Use of column stiffener:

    Column stiffeners are the second section or plates which are used as an attachment for the flanges and beam webs which stiffen them against plain deformation.

    • Stiffeners are used to control local buckling.
    • It is used to connect bracing and transverse beams.
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