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.
I AM MD OF I.M.P ENGINEERING & CONSTRUCTION CO. ACTUALLY WE ARE EXECUTING MAJOR CIVIL WORKS LIKE ROB`S AND RAILWAY PROJECTS ,AND I REQUIRE SOME ENGINEERS THOSE ARE EXPERT AND HAVE A WELL EXPERIENCE IN BRIDGES CONSTRUCTION?
IS limits for binder content test.for bitumen
Why would the webs of a plate girder bridge (deck type, for a railroad) be substantially shallower AT THE POINTS OF SUPPORT (piers) than along most of the span? (So far, I’ve found information only on bridges where the web depth is less NEAR THE MIDDLE OF THE SPAN (situations where apparently the girder is acting as a cantilever).
Why are these moorings called dolphins?
Sir, a structure has to be renovated and its a shop. in renovation the proposed 4″ wall is to be contructed over the 3′ cantilever projection. so plz help me that how to build this wall on projection.
What does one unit of slab mean,Which is used in estimating the cost of building in general terms?
Sir please suggest me civil engineering topics for my final year project
Presently i am working on a Intake well structure where the sinking process is supplemented with two grabing cranes 320 P&H but it is not sinking in proper way which leads to delay in my schedule I have checked it against friction resistance also the design seems to be correct. so what can be the possible reasons for it and what more can be done ?
Use and scope of BIM in civil engineering?
HOW IS POSSEBLE TO CHANGE IT,
ONE ROOM SIZE LENGTH-14ft. & WIDTH-14ft. ,HEIGHT-13.5ft,ONE BRICKS PILLOR CENTER OF THE WIDTH, FRONT OPPENING 10sq.Inch’s.IS IT POSSEBLE TO DISMENTAL THE MIDDLE PORTION PILLOR.MAIL OR CONTACT 9339755102.
Dear Sir,
We are having problem in deciding which pipe material should be used for different diameters in pressure irrigation. For diameters 300mm to 600 mm we finally decided to use DI pipe but exact technical points are not known and people are demanding MS pipe f0r the same diameter as it is much cheaper than DI. We followed AWWA and IS 5822 for designing MS pipe thickness , putting all the checks it is found to be safe for the same diameters. Please Enlighten on this issue.
Please give me some examples to find out the plinth area, built-up area and floor area for an industrial manufacturing company and its limitations.
How weight is distributed on the floating columns which are to be placed on the existing building ?
how to calculate dry density of sand in the field
While researching concrete maturity is there any numerical models or software that run these test?
Please suggest is additional pillar is required if I have removed center wall of roof which is 24 X 17 feet having 6 pillar 3 each at front and rear of 24 feet front. The roof is supported by 10 X 10 beam which is having 6 rod of dia 10 mm used for length and rings.The pillar size is 15 x10 inch.
how to decide which shape (square, rectangle, flower shaped, circular) should be used to design a floating structure!!
Is there any IS code to check or correlate the compressive strength of Concrete corresponding to Concrete Density ???
Sir I am in dilemma I am using ppc cement acc concrete plus cement for concrete it’s rate is very high does it justify the rate and is it better than opc .will it stand a 4 slabs .is it good in long run.
Please guide me
Sir how to calculate angle and channel weight for mild steel…pls explain