Ask An Expert

Is structure engineering troubling you?
Do you face problems in solving even the basic problems?

If yes then look no further as engineeringcivil.com along with Er. Gobind Khurana and Er. Abhimanyu has taken an initiative to help civil engineering students in structure related queries. We are thankful to Er. Gobind Khurana, Er. Abhimanyu and Vincent T. H. CHU for being a volunteer in helping other engineers in solving problems related to structure design in R.C.C and Steel.

Expert 1
Name – Er. Gobind Khurana
Qualification:
1. Bachelor of Civil Engineering From Thapar University Patiala
2. Master of Structure Engineering from Delhi University.
Work Profile: Currently working as Consultant for structural problems in R.C.C and STEEL Design.

Expert 2
Name – Er. Abhimanyu
Qualification:
Bachelor of Civil Engineering From Thapar University Patiala
Training at site in Unitech ( during 6 month summer training)
Work Profile : Presently working as associate design engineer for Fluor Daniel India Pvt Ltd. Area of work is structural steel design and concrete foundations for both static and dynamics analysis ( mainly in oil and gas industry)

Expert 3
Er. Vincent T. H. CHU obtained the degree of civil and structural engineering in the University of Hong Kong. He is the author of the monthly column “The Civil FAQ” in the Hong Kong Engineer published by the Hong Kong Institution of Engineers and is the author of the civil engineering monthly columns “The Civil Q&A” and “The Civil Corner” on the websites on World Federation of Engineering Organization and the University of Science and Technology (American Society of Civil Engineers – International Student Group) respectively. He is the recipient of the Ombudsman’s Award 2007 under complaint-related category and Young Engineer of the Year Award 2008 (Merit) organized by the Hong Kong Institution of Engineers. He is also the author of the engineering book “200 Question and Answers on Practical Civil Engineering Works”, “Civil Engineering Practical Notes A-Z” , “Ask Vincent Chu (Common FAQ on Practical Civil Engineering Works)” and “The Underlying Reasons in Practical Civil Engineering Works”.

So if you have any query regarding the concerned matter, just drop a comment and we will try to solve it as soon as possible.

Comments
  • sheela May 27, 2012 at 11:12 am

    if a beam of 9 inches by 9inches bends due to insufficient prop.after removing we got to see this problem .now please suggest what should be remedy.

  • imran May 27, 2012 at 11:16 am

    which ratio of mixing is very suitable for slab concrete. 1:3:4 is ok

  • archciv May 28, 2012 at 7:26 am

    why there is sharp brittle sudden failure in high strength concrete as compare to ordinary concrete?

  • vishal May 28, 2012 at 12:47 pm

    respected sir,
    I’m Vishal i just passed class 10th this year and i got 7.8 CG PA and unfortunately..i got bad marks in maths ..B2.i really don’t know what to do. teacher are not allowing me to chose maths and i wanna go to engineering path… is there any option ??
    or can i do any kind of diploma after 10th ??
    please help..me.

  • Khalender May 29, 2012 at 4:09 am

    The degree of grinding of cement is known as ___??? Plz help me sir. .

  • Raj Dhar May 29, 2012 at 4:28 am

    How many iron bar and of what size(diameter) should be used in a concrete beam measuring 22′x1′x9″ (span of one beam) and supporting a proposed lintel of thickness 4″ with other props of columns in RCC frame structure.

  • VIKRAM A MOKANI May 30, 2012 at 3:03 am

    Dear Sir,
    what is the weight of 8mm chequered plate?
    also please explain how to calculate weight of chequered plate of any thickness?

    • Kota Nageswara Rao June 2, 2012 at 7:02 am

      Weight Calculation: Extra weight of chequers length (m) x width (m) x 2.1 = kg/plate
      Total weight: length (m) x width (m) x thickness (mm) x 7.85 + extra weight = kg/plate
      Eg:
      2400 x 1220 x 6mm Chequer Plate
      Extra weight: 2.4 x 1.22 x 2.1 = 6.15 kg/plate
      Total weight: 2.4 x 1.22 x 6 x 7.85 + 6.15 = 144.06 kg/plate

  • Radha V May 30, 2012 at 8:16 am

    Sir, I am a M.Tech Traffic and Transportation Planning student from Kerala. Please suggest a topic for my one year project work.

  • jamir May 30, 2012 at 1:52 pm

    we have recently constructed a 2,50000ltrs capacity RCC overhead tank. we have use waterproofing compound too and M20 concrete. but there is leakage seen from the walls and joints. please provide some solution. thank you.

    • Kota Nageswara Rao June 2, 2012 at 6:56 am

      Dear Jamir,
      You cut 1 inch Vgroove at construction joint allround and inject cement slurry with water proof in joint. after you fill vgroove with cM1:2, add water proof in cemet mortar.

    • mahendran June 14, 2012 at 10:23 am

      now your are constructed water tank,So you can do only grouting . fist you drill the hole of wall after prepare cement grout with pidicrate water proofing grout 7 mpa pressure then your problem will solve

  • Irshad May 31, 2012 at 4:58 am

    what are the most important things to know in civil enginner..?imp subject

  • Chandrasekar June 1, 2012 at 5:01 am

    what are the safety precaution to be taken in storing compressed gas cylinder,
    eg: Like Gas detector (which type) sprinkler,How much distance away from production area etc…..

  • devender June 4, 2012 at 7:33 am

    why to provide the crank bar in slabs pls explain with SFD & BMD diagram

  • Sudhir Mandewal June 4, 2012 at 8:00 am

    How to prepare estimate of building repair

  • Jeet shah June 4, 2012 at 2:29 pm

    sir i would like to know that what is the mixture of cement ,sand and aggreegate in m10, m15, m20, m25, m30, m35?

    can u suggest me any basic book so that i can get the better knowledge as i m a mechanical engineer

  • senthil June 5, 2012 at 1:00 am

    sir pls send wat r raw materials for ceramic tiles

  • Nikita June 5, 2012 at 5:41 am

    how to calculate dead load under a wall??

  • Rajesh garg June 5, 2012 at 12:26 pm

    How can calculate the wet density of cement ( cement Paste) . Actually it required for reconcilation of cement. which used in post tensining tendon. I have calculate the volumne of tendon & void volume, but not understand how to calculate the cement quantity required for per cubic meter in wett condition. cement dry density is 1440 kg per cumbic meter, but in paste condition it will take more qty. for per cubic meter. how to calculate the same.

  • amit June 7, 2012 at 12:38 am

    sir,can u please tell how to draw the x-section of plate and gantry girder and how to lable them,

  • radha June 7, 2012 at 10:04 pm

    what are the industrial based mini projects for civil engineerng studnts

  • Debajit Dhar June 8, 2012 at 7:19 am

    Why cracks develop in strctures the very next day after concreting?

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