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 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
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
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.

  • Ramnath September 14, 2017 at 11:36 am

    Hi for a ground structure which is around 700 sqft and is being constructed with 4 inch concrete wall which would be the most cost effective footing and slab design. Also would want to understand the same for roof slab

  • APURBA KUMAR MEDHI September 18, 2017 at 2:29 pm

    Can somebody explain me the design process of stone mastic asphalt and what is the use of polymer modified bitumen such as SBS etc in SMA.

  • chandan Kumar September 20, 2017 at 7:49 am

    Hello sir
    What happen when larger dia bar(10mm) placed upper and 8mm dia bar placed below the 10mm bar in two way slab ,If 8mm dia is placed either in equal length direction or small side direction in two way slab ?
    What happen if fitter done this ?

  • Anjani03 September 20, 2017 at 11:03 pm

    I need to design concrete pad of generator (8000 lbs) and anchoring detail for the seismic zone. Should I design concrete pad as I am designing a simply supported slab on ground? Also I am kinda confuse on how to come up with tension and shear loading for anchoring. If I am not wrong my tension load will be (equipment selft wt + seismic) and shear will be only seismic?

    Thank you!

  • Stanley September 23, 2017 at 5:40 am

    Goodday sir, am trying to run a master degree in Geothecnics engineering, and am looking for possible research topic in this field. Thank you

  • Anil Sharma September 24, 2017 at 10:52 am

    how to calculate the weight in kg for Hallow MS Square for 50X50X3

  • shilin October 6, 2017 at 11:27 am

    cube testing date counting from which day?the casting day?

  • Rock October 7, 2017 at 1:00 am

    I want to know effective vibration area of 10 ton Roller? Is there any referred document pls share..

  • vijay October 8, 2017 at 9:45 am

    how to check tower verticality using theodolite at site

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