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How to make on KMM-101Y model?

Thanks sir

Where did 2.76 came from sir?

Nice Bro

Sir if not given any cover@400mm what should we do.

Very informative video, at 39:00 minutes, while calculating Pa, Y should be taken as unit weight of concrete as the counterfort will be of RCC. Why Y is taken as 18 while calculating Pa?

well done Sir.

At 14:31 h1 =1.316 not 1.36

How did you get the xh'

Ye question konsi book ka h???can any tell me

What is Tc=0.374??

Interplotation kase krta hai

I need the sheet of retaining wall

Can you share soft copy to us, we are thinking making foot over bridge over a river

Take B equals 1000mm and redesign

Tv should be less than Tc ,......not more than @ 24:14

why do we provide rebars both faces of the walls and the base slab

where is Tc coming from please sir

thank you

Ast mimn 😢😢😢 I can't understand stand

can you please , tell name of what , sigma ct, sigma ctc and other terms are?

You don't consider surcharge load and slope fill with stone pitching at the top of retaining wall

Galat he

Bro how did u get the value of Tc?

Do u have same question but for column

Is it necessary to establish double mesh reinforcement for pad footing for a 3 story building ??. Please reply

ok ok, I got the correct answer. first I put ' - ', next time I put ' x '.

can you explain how come Df value? in my calculation, I got another answer.

Mu=Rbd*2 what is R here ? @9:19

Thank you 🙂

Thank you so much . It was so helpful. Keep on keeping on with sharing knowledge

Very simple and easy to understand

Sir, Depth of footing. (From one way shear) How much

Very nice pratical video, nicely material selection, easily available,and not so much costly, you must make such other types of model video

Sir bohot car honk ki awaaz at hai. Khirki band kar lijiye

I was unable to solve how to put the bars in 2 way slab. After seeing this video. I have implemented same thing for roof slab Many videos fail to show the details of bar arrangement. Good work on this

Please, how did you get the value of Tc???

Super explaination thank u very much bro

I saw more vedios of slabs but ur vedio is more effective more practical thank u for it so I request u plz make many vedios u become unic, thank u sir

Sir ur vedio is very practical thank u for this vedio, and i request u to do more vedios for entire civil construction from marking to slab, that will be usefull to many

Why are we taking value from table 9 alone in is 3370 part 4

Nice

Where is one way two way shear check ?

What code is used to design

Ap acha tha but agr hindi mai hota toh aur maza ata 🔥🖤

Good Bro

is this for concrete water tank ?

Hi sir can you make a tutorial of seismic calculation for vertical storage tank

IS 3370 2009 part2 ,table4 permissible stress in steel for Fe415 is 130N/sqmm.. You have taken 230N/sqmm for calculation of k... Please clarify the doubt

Excellent briefing..