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For cantilever porch do we have to calculate mass of the porch and multiply it by 5 and then apply the same in Staad??? Is it like that??

Sir, Why only 1.5 i.e 50 percentage extra load for dead and live load why not 1.6 or 1.4 or any value

Sir, please keep uploading new videos

sir any real world examples of regular and irregular buildings

Sir please clarify Is16700 2023 table num 2

how is relative density and value of f measured for sigma K?

Sir when it is above 150m building, what are the checks and design to be considered. Please explain sir

Keep it Sir - this is Er Kamal Parekh from Surat … let do it for 16700_2023 too .. not only that - many of the expressions or equations - how it arrives shall be documented any how - so confusion / misinterpretation gets resolved

But sir in is 456 code the reason for 0.9 value of deadload is given as stability against overturning or stress reversal is critical.

What if the height to thickness is more than 12, should that be considered a bare frame without infill?

Thanks for this valuable information

Sir, please make video on IS 13920

Sir, please made explanation video on IS 13920.

Please explain IS 1893- part 4 and IS 456 and IS 800 also

Very nice explanation 👍

Thanks for your support sir

Thanks for the video sir

Sir can we classify the soil based on young modulus obtained from triaxial test

Sir I have a question that if my structure is orthogonal then is there need to take vertical load combination in 3 direction or I need take only in two direction??

sir kripya aap hindi language me IS Code 1893-2016 ka video banaye taki mere jaise hindi language students easily is code ko samjh payege🙏

sir how to find a re-entrant in Y shape

sir your content is superb No doubt, but the quality of sound is not proper, why don't you hire anyone to manage your videos? some people do not have content like you, but their presentation is good...kindly take it positively you must have a good media team...

Sir can u pls eleborate more on why net pressure is increased?? Explanation given in the video is not clear

Thank you, sir! One question. What if we use only Elx and Elz, but not the vertical component i.e. Ely. Should we use Elx +/- 0.3 Elz combination?

Sir please explain IS 13920 code for design of shear wall

sir, for drift calculation by which load combination these displacement values should find i.e, by service load combinations with load factor 1 or by strength load combination with load factor 1.2 or 1.5 or just by lateral load case only? this clarification is not given in the code

Sir please complete all clauses it's more helpful for us

Thank you soo much sir, for clear explanation of all these things..

Sir please explain the recent amendment of the same clause

Sir please i need your numbers

Hi sir.... Thanks a lot ...it's very helpful Pls do more....

Sir, please upload regularly

Hello Sir, here mention factored earthquake load combination, that means we should take factored load section properties ??

Can you please explain on how to calculate the storey lateral strength or total shear strength of a storey? Code seems silent on this.

Please explain how to calculate the lateral shear strength of a storey for WEAK storey check. Code does not give any methodology.

He is My God.

Why is Z/2 taken in IS 1893:2016 for design horizontal seismic coefficient? Now as per IS 1893-2016 the formula for the design horizontal seismic coefficient is (Z/2) x (I/R) x (Sa/g) . So here, Z is the zone factor and this value is determined on the basis of hazard analysis for a particular zone for maximum considered earthquake (MCE) and for Designed Earthquake we considered 50% of the value of Z that is why it is (Z/2). If I'm wrong, please currect me Sir

Dear Teacher, while performing a nonlinear time history analysis to determine the storey drift ratio, for each time step, lateral forces differ from one another, leading to different storey drift ratios at every time step. So, how can I find the overall/governing storey drift ratio?

Dear Teacher, In IS-1893, the stiffness and strength irregularity building frame appear to have the same diagram, in which one of them shows complete removal of a column; so, my question is can I refer to this type of irregularity as "combined stiffness and strength irregular building frame"? And How calculations of strength irregularity are done in commercially available software?

Thanks alot sir

Thank you Sir

in lecture explained, how prog calculates k value. But how strength to be cross checked wrt to upper floors.

Why code permits 0.7k(i+1) ? How 70% arrived ? What is the basis of it. pl suggest literature. Infact, lower lvl k shall never be permitted on lesser side wrt upper lvl.

Nice 👍

Thank you sir

Sir, what about masonry tall structures??

Thank you sir...1893 is very helpful, also was waiting for 16700..... Thank you again.

Thank you Sir

Thank you sir.