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.
how to convert fe415 into fe500
my results for sieve analysis for 1000 gm sand are as follow
sieve size particle retain
2.36 150gm
1.18 262gm
600 micron 248gm
300 micron 143gm
150 micron 137gm
dust 60gm
how do i determine the zone of sand?
i need to know about cross section and longitudinal sections drawing mathod in autoplotter
WHY WE DEDUCT 2d WHILE PREPARING BBS of any met hook or bend
What should be the appropriate steel size for a column? The column has to withstand G+4 floors load. I am constructing a house in Bangalore, India. Please advice.
We are doing Portland slag cement(510kgs/M3) concrete with crushed GBS (50%) and crushed stone aggregate (50%) for a big raft -M30 grade mix design. Pl suggest me what are the precautions we have to take.
how to make light wieght concrete for loadbearing or non loadbearing structure.and precast salbs.
What will be approximate cost of constructing an godown of size 120 ft X 60 ft size….complete steel structure (including pillars and beams). No concrete pillars. No walls. Entire strucuture is supported by steel pillars only. (The aim is to reuse all the material when it is removed). The roof is fiber sheet roof. Appreciate if you could provide estimates individually for – steel, roof. Exclude painting, flooring and electrical work in the estimates. Thanks.
Please note that the structure should not have any pillars inbetween. Pillars are allowed only along the edges.
what is difference b/w beam buckling and column buckling
what is the main compound of cement on the development of strength
what difference between Type A and Type Junctions in Road??
I want to become a good estimating and costing / billing engineer, and i am confused of what course should i do? please advice me for the same.
regards,
My wife and I are purchasing a house and we found out the foundation is in need of work, nothing major from what I understand. We hired an engineer to come survey the house and he determined the foundation needed two piers near the garage and 4 piers along the side of the house toward the back, and he also recommended that the poly whatever foam was injected into two spots of the house. Now, the piering company came out to give an estimate and survey for themselves and their engineer determined that the two piers in the garage were all that was needed plus the foam in the same locations determined by the previous engineer. I have reports and images and all that if you wanted to look or something. I would really like some advice on if the second opinion of the people actually doing the work is valid and safe.
please will you explain role of project manger in construction,what type of skills should have?
what are the soft wares should be used?
How a compression testing proving ring test result correlate with calibration of a CT machine.
Reinforcement in the Skew foundation should also be skewed or place at 90′ with respect to the larger side
if sheet thickness 0.3mm size : 1220 X 2440 how to calculate pcs for tubes with : 63 Height, 122 Weight and 37 Dia
what are the mix design procedures available for bendable concrete (ECC)
if we didn’t use the brush for cleaning the holes of the chemical bolts, but using air blowing only ..
is it okay ?
How to identify Load bearing wall in a drawing .