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  1. Asked: December 13, 2017In: Miscellaneous

    What is minimum pressure gauge for GI testing?

    Komal Bhandakkar

    Komal Bhandakkar

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    Komal Bhandakkar AUTHOR
    Added an answer on September 18, 2020 at 6:35 pm
    How to install AutoCAD on Student Licence?

    Minimum pressure gauge for galvanized iron testing : Minimum yield strength of finished top tube should be 50000 psi Minimum tensile strength for the finished tube shall be 55000 psi The mechanical property of the finished surface of the cube is mainly depended upon the tube size and gauge. GenerallRead more

    Minimum pressure gauge for galvanized iron testing :

    • Minimum yield strength of finished top tube should be 50000 psi
    • Minimum tensile strength for the finished tube shall be 55000 psi
    • The mechanical property of the finished surface of the cube is mainly depended upon the tube size and gauge.
    • Generally galvanized iron pipes are used for the distribution of treated as well as raw water in rural and urban areas
    • Such type of pipes are very cheaper and its weight is very very light so that it can handle anywhere.
    • The tensile strength of galvanized iron pipe shall be at least 320 Newton per mm square.
    • The test shall be carried out on full section cut from the selected tubes in accordance with IS1608 and IS 12278

     

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  2. Asked: January 28, 2020In: Miscellaneous

    Lime Stabilization by deep injection

    Komal Bhandakkar

    Komal Bhandakkar

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    Komal Bhandakkar AUTHOR
    Added an answer on September 18, 2020 at 6:35 pm
    How to install AutoCAD on Student Licence?

    Lime stabilization with deep injection : yes definitely it is possible that the embankment settlement can be reduced at embankment junction by lime stabilization with deep injection The process of injecting a lime slurry into the subsurface up to some depth of some feet it is one of the innovative aRead more

    Lime stabilization with deep injection :

    yes definitely it is possible that the embankment settlement can be reduced at embankment junction by lime stabilization with deep injection


    The process of injecting a lime slurry into the subsurface up to some depth of some feet it is one of the innovative and comparatively very good technique for an engineer as well as for labour.


    The main purpose of constructing climb up to some depth is to fill voids with a chemical compound


    Thank you.

     

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  3. Asked: September 12, 2020In: Miscellaneous

    How to install AutoCAD on Student Licence?

    aviratdhodare

    aviratdhodare

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    aviratdhodare
    Added an answer on September 16, 2020 at 3:41 pm

    Its very simple. Search Autodesk student on google. You'll get this https://www.autodesk.com/education/edu-software/overview?sorting=featured&page=1&filters=individualhttps://www.autodesk.com/education/home Login to the website You've to select platform of OS Then select AutoCAD which you waRead more

    Its very simple.

    1. Search Autodesk student on google. You’ll get this https://www.autodesk.com/education/edu-software/overview?sorting=featured&page=1&filters=individualhttps://www.autodesk.com/education/home
    2. Login to the website
    3. You’ve to select platform of OS
    4. Then select AutoCAD which you want.
    5. You’ve to select 1) High School or 2) University
    6. Then you’ve to verify yourself.
    7. Upload your Student ID after filling your details.
    8. The team will verify your documentation.
    9. You’ll get a mail with steps to follow, eligible or not for student version.
    10. If eligible you’ll get 1yr licence from them to use free student version with access key you have to put while installing.
    11. Download the software from the site.
    12. Now you’re free to design.

    Hope it helped.

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  4. Asked: December 13, 2017In: Miscellaneous

    Properties and optimization Alkali activated fly ash

    aviratdhodare

    aviratdhodare

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    aviratdhodare
    Added an answer on September 12, 2020 at 6:51 pm

    In OPC, the main alkali is cal. Hydroxides formed from limestone, the cal. Carbonate. The second material in OPC is silica in the form of sio2 and aluminate to some extent. This proportion of silica and alumina wrt ca(oh) 2 mainly decides the properties of cement. When fly ash or any other substanceRead more

    In OPC, the main alkali is cal. Hydroxides formed from limestone, the cal. Carbonate. The second material in OPC is silica in the form of sio2 and aluminate to some extent. This proportion of silica and alumina wrt ca(oh) 2 mainly decides the properties of cement.

    When fly ash or any other substances like slag, rice husk ash, quartz, or feldspar (all contains silica) is added to some extent with OPC – the result is PPC. This PPC takes a long time to harden, the hydration at a considerable rate even continues for months together. But after a prolonged period, it achieves qualities like good waterproofing, weather resistance, and strength equal to or greater than that of OPC, with a lower cost than 100%OPC.

    This unique quality of OPC, that it achieves 90 % of its strength in 28 days, makes it vulnerable to replace lime or every cementitious material.

    So to achieve the equal or more strength than OPC with less cost – activation of today’s pozzolanic material, the coal fly ash, is mixed or activated with sodium hydroxide before it is acted with cal oxide/hydroxide. Experiments with diff. Percentage of activated fly ash has shown very encouraging results with a higher strength but not before three months curing. Research is going on with diff. percentage of silica and aluminate with sod. hydroxide to achieve quick strength.

    In future this sod. hydroxide may replace the requirement of limestone completely for the making of cement.

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  5. Asked: September 8, 2020In: Miscellaneous

    How do you compare navigation systems of the world like GPS, GLONASS, Galileo, and specially BeiDou with our NavIC in military applications?

    AdityaBhandakkar

    AdityaBhandakkar

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    AdityaBhandakkar User
    Added an answer on September 9, 2020 at 1:49 pm

    All the 5 are positioning system used for navigation purpose. The different positioning system is originated from different countries. the positioning system you mentioned belongs to different countries and because of that names are different. GPS(GLOBAL POSITIONING SYSTEM) is made by the United StaRead more

    All the 5 are positioning system used for navigation purpose. The different positioning system is originated from different countries. the positioning system you mentioned belongs to different countries and because of that names are different.

    • GPS(GLOBAL POSITIONING SYSTEM) is made by the United States.
    • QZSS(QUASI-ZENITH SATELLITE SYSTEM). It is made by Japanese.
    • BEIDOU(1 & 2) -it is a satellite navigation system of China.
    • GALILEO– this is a European positioning system which is divided into three parts i.e space, ground, the user.
    • GLONASS– it is a Russian version of the positioning system has five versions till now.
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  6. Asked: September 8, 2020In: Miscellaneous

    What is the difference between GPS and GLONASS?

    Kuldeep Singh

    Kuldeep Singh

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    Kuldeep Singh Learner
    Added an answer on September 9, 2020 at 1:44 pm

    GPS (Global Positioning System) and GLONASS (Global Navigation Satellite System) are two systems of satellites with the primary objective to provide an accurate positioning in terms of latitude, longitude and altitude to any reciever on the planet surface. GPS is a system launched and maintained byRead more

    GPS (Global Positioning System) and GLONASS (Global Navigation Satellite System) are two systems of satellites with the primary objective to provide an accurate positioning in terms of latitude, longitude and altitude to any reciever on the planet surface.

    GPS is a system launched and maintained by the US while GLONASS by Russia. GPS was launched four years earlier than GLONASS. The latter began production in the USSR days back in 1976 and was launched in 1982. GLONASS after being refueled in Vladimir Putin’s precidency has put up all 24 geostationary satellites required to provide complete coverage. GPS on the other hand was launched with 22 and now has 31. GPS is overall considered to have a better accuracy though GLONASS has a better accuracy as we go closer to the poles.

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  7. Asked: September 2, 2020In: Miscellaneous

    What is the most suitable volume of concrete batching plant for a transmission interconnection project?

    AdityaBhandakkar

    AdityaBhandakkar

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    AdityaBhandakkar User
    Added an answer on September 8, 2020 at 11:11 pm
    How to install AutoCAD on Student Licence?

    As a civil engineering point of view for accurate measurement of any material weight batching is preferred over volume batching for large constructions. Refer IS 4925(2004) 40 tales of concrete batching plants and their volumes The volume of transit mixer is around the 6.1-metre cube. The volume ofRead more

    As a civil engineering point of view for accurate measurement of any material weight batching is preferred over volume batching for large constructions.

    Refer IS 4925(2004) 40 tales of concrete batching plants and their volumes

    • The volume of transit mixer is around the 6.1-metre cube.
    • The volume of the batching plant is based upon the size and quantity of manufacturing capacity. So it may vary from plant to plant according to requirement.
    • Also, you can prefer a mix design of concrete to get an idea about transit mixer and batching plants in brief.
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  8. Asked: September 2, 2020In: Miscellaneous

    Why water tanks are still designed by the working stress method?

    Komal Bhandakkar

    Komal Bhandakkar

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    Komal Bhandakkar AUTHOR
    Added an answer on September 3, 2020 at 1:15 pm

    Dear student, Nowadays we use IS 3370:1965 for water tank design which permits only the working stress method. The reason behind the design of water tanks  using the working stress method only are as follows; Variation of the load is not taken into account in working stress method. Working stress meRead more

    Dear student,

    Nowadays we use IS 3370:1965 for water tank design which permits only the working stress method.

    The reason behind the design of water tanks  using the working stress method only are as follows;

    • Variation of the load is not taken into account in working stress method.
    • Working stress method is used whenever the design is more conservative.
    • Commonly water tanks are highly vulnerable because the water level in the tank will drastically vary and there is highly continuous variation in the water pressure inside the tank.
    • Working stress method fulfils the highest requirement factor and gives one of the traditional methods to account such type of variation.
    • Serviceability of working stress method is more as compared to Limit state method and hence the lifespan of the structure will automatically extend.
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