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.
Clear about compaction towards dry and wet of optimum for clay and sands?
A SUDDEN CRACK BETWEEN TILES VISIBLE IN A FLOOR IN A 9YEARS OLD BUILDING . WHAT IS THE CAUSE OF THIS???
sir,what will be the slump value for slab.
wt is basic rules of Septic tank construction for Residential & Comercial Building
my residence appears cracks below R.C.C beams at some portion horizontally.Why this happens & what will be the remedy ?
sir, i’am student of 3rd year civil.i want to ask about opening truss bridges,kindly suggest me an good project on truss bridges and also guide me about it.
GIVE ANY MS PROJECT FOR BUILDING CONSTRUCTION WITH RESOURCES PLANNING
RESOURCE PLANNING IN MS PROJECT FOR ANY CONSTRUCTION
what is the L provided for various steels
if excess cover is used in the beam which problem will occur?
sir, how to calculate neutral axis depth in doubly reinforced beam?
sir,may i know the maximum possible value of fresh concrete in compaction factor test
hello sir, explain about specific gravity& its uses in mix design.
Pls. help me for providing all IS code related to Quantity Survey purpose.
what is the nominal reinforcement value in percentage for a over head circular tank of capacity 3670 cubic meter
sir i need some notes of SAFE 2000 & Standpro Software .how to work on these two software so sir if u have any link kindly plz shair with me
Sir i had built home with using 12mm steel bar for column 8-10 mm bar for ring and slab but it small lickage what is the problem i also use good quality sand also is there any problem and its footing 4foot in the earth and two coloumn 1,5 foot is there risk for me
plz reply me earlier.
why limit state method is is more advantageous or more acceptable over working stress method in rcc design???
Hi…
We are planning to built a cost effective kitchen and a bathroom, toilet in an area
of approximately 300 sq ft which is situated in the terrace of a 50-60
yrs old house which has the madras celing.
It is for residing purpose.
Kindly let us kw the options available with the approx cost.
Which method staad pro adopts while designing the RCC structure working stress method or limit state method? Is there any option for working stress method in RCC design in staad?