If you are a civil engineer, you would have hunt for civil engineering seminar topics or civil engineering mini project topics. You might have never thought about considering code interpretation as a topic for your structural engineering projects either. You would have always considered topics like structural design of buildings using ETABS. However, there are many structurally significant topics that you can discuss in these seminars for civil engineers.
You should read the IS code! This is something your professor might also have told you during your civil engineering courses. You might have thought many times that you have to read each clause in the IS code and understand each code provision. Some of you may have done this and some of you might not have. Reading is important and interpreting it in the right way is even more important.
I am discussing 5 important lesser-known clauses or wrongly interpreted IS code provisions in this video. All these clauses are interesting structural learning anyways.
I will recommend you to read the blog below.
www.civilera.com/post/5-is-co...
even if you are listening this video. The blog contains a lot of references to other videos and blogs which will make this structural learning complete.
I suggest you like and follow our channel and also join our structural forum here
www.civilera.com/contact-us
In this structural video tutorial, I will be covering 5 important clauses as per various IS Codes.
DISPROPORTIONATE COLLAPSE CONTROL IS 875 PART 2 Cl. 0.3.3
This clause is important and lesser noticed by most civil engineers and makes you responsible to control progressive collapse in building structures.
EFFECTIVE LENGTH: ANNEX E - IS 456
This annex and the clauses mentioned in the video and the blog explains why effective length of a column is not a mere centre to centre floor height of buildings.
MINIMUM ECCENTRICITY IN COLUMNS: Cl 25.4 IS 456
This code provision is completely confusing and you will have a new and significant understanding on eccentricity moment calculations.
TORSION IN BEAMS Clause 41.1, IS 456
This clause gives you a lot of understanding on torsion in beams and release of torsion in beams. In fact, design of beam for torsion and releasing ends up to be the same thing. However, you need to read all the blog references I have provided to understand this.
LOAD COMBINATION: REVERSAL OF STRESSES & STABILITY: TABLE 18 IS 456
The load combinations as per IS will be 26 in numbers for the strength and some of it are quite interesting. You will get an understanding on what is reversal of stresses by watching this structural design tutorial.
I suggest you follow us and like this channel.
Also join our structural groups and forums here www.civilera.com/contact-us
You can see our other civil engineering blogs here www.civilera.com/blog
Негізгі бет Ғылым және технология IS CODE CLAUSES TO KNOW FOR STRUCTURAL DESIGN USING ETABS FOR MINI CIVIL ENGINEERING PROJECTS
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