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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.

3,910 comments on "Ask An Expert"

Bala says:

Sir I’m a 3rd yr B.E civil engg. student.. how can i promote myself apart frm studies?

Aamir Mohammed says:

can someone please help me and tell me what is the mix ratios for kerbstones????????? please explain.i want to fabricate one.

thank you

sudhir khare says:

what should bethe number of cubes per shift in case of 700 cubic mtr of concrete M25 for testing

sunil tiwari says:

can u provide the ananlysis of partial replacement of fine aggregate using brick powder

madhu says:

what is the effect of temperature in bituminous test?

Ior Terseer Success says:

Sir pls give me the design and analysis of a 3 span beam using three moment equation.

P.S.Srikanth says:

What will be the ideal methodology to do well cap concreting. If sacrificial shuttering is the best method, then what will be the the cost per cum of concrete

swatirtha karmakar says:

why use pcc under the reinforced concrete?

daya says:

could u tell me basic of job mix formula such as how is it made and who makes it and how it is implemented in field

thank u

vivek says:

where from can the bar bending schedule be learnt??

bharat says:

weight of 1 cubic meter of 20mm aggregate
weight of 1 cubic meter of sand
weight of 1 cubic meter of M-15 concrete
weight of 1 cubic meter of M-20 concrete
weight of 1 cubic meter of M-25 concrete

ladytee says:

when can a soil be considered to be modified? please i need the ranges required for plastic limit, liquid limit, linear shrinkage, the shear strength parameters and so on. Thank u.

V.Premkumar says:

Dear Sir,

If i use a HSFG bolts for a beam to beam connection due to specifications where i have only shear and no axial load and leave it without pre tensioning, will my shear capacity will be same as normal HT bolts.

Suppose for M24 bolts as per IS:4000 my shear capacity for HT bolts are 73.2KN, what will it be for the HSFG bolts which are simply connected same as HT bolts and not pre tensioned, same 73.2KN ?.

First of all weather can we do it like that ?

Are the properties of both HT Bolts and HSFG same and are HSFG bolts are same HT bolts taken and pre tensioned ?

I am totally confused kindly help me ?

Rasila Sondarva says:

Dear Sir

Please Tell Me Formula Of Bar Bending Schedual For column And Beam

Bichitrananda Sahoo says:

Dear Sir,
Which method is best for design?Working Stress Method/Limit State Method

kannan says:

hi sir,
i am studying final year B.E civil,now i choose auditorium as a design project,so please help me sir how to design auditorium and what are all the design consideration of auditoriun and all…………….

Akash Kapoor says:

Sir, i m a 3rd year civil engineering student. I want to learn a structural engineering software.From where should i start??

Mohamed says:

Dear Sirs,
Pleae any help about construction technicain/labour work productivity (unit/day or unit/hour) for managing project execution period.

Thanks in advance
Regards
Mohamed

pranesh says:

i wanted a topic 4 final year engineering in structural engineering field

S K Mishra says:

Dear Sir

what is the basis for binding reinforcement bars? main bars vs binders

S K Mishra

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