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It is partially burried at certain depth and soil pressure will be acting on every wall externally below NGL. Need to apply soil pressure. Also some surcharge load based on the location of tank. Load combination need to define as per 3 codes ID 1893 part 2 , IS 456, IS 3370 part 1. Top slab shall be modelled, its not open.

2:10 sir section database option is not coming

My arrows are not showing for seismic load and wind load also any idea on how I can fix it

Sir plan

Sir define option not showing in property section please help

Thank you Sir

Sir what is the process we should proceed ahead in case of truss ild

I guess no need to give a negative sign for load under seismic definition because only absolute value is considered for seismic mass. Same applies to joint load method, reference load method need no sign convention . Now new features in staad for mass load is enough for seismic load

Sir can I get the pdf for practicing

why did you added wt of slab when self wt component for whole structure already taken into consideration, is not delicacy of self wt?

Kindly pls update manual calculation

Excellent .

After selecting concrete design doesnt show even after following the complete video

What staad

Thank you sir superb ❤

I have a problem at minute 20:03 in my program, when the icon appears, the word design does not appear

Plz make a video on how to make a client sheet

Very easy and workable

Hello sir after concrete design the baes comes always 12mm is it enough or there is mistake in design please explain

As per latest edition you can calculate wind load as per IS875 part3-2015. But old code of wind is consider. Ok.

Sir I have few query . Please share email or contact no.

why you can't put seismic load

since resting on ground pls model with spring support to get the exact result

Density of concrete is 25kn/m3 why did you take 20??

Sir, you should make a complete video with rcdc

Sir generate option is not comming after selection of is code please help

Create is don't working??

Hi. For seismic weights, why negative value is considered?

Why there comes 10mm and 12mm dia in beam design

sir plz help. my software not showing define option in property section

Thanks sir

Its G only not G+1

I have a doubt why did you add 3 while calculating total floor load

Solve many problems sir if possible

Sir which version of stadd pro you are using into this video?

What is the reaction at support

Good video. Please explain staad options of prestressing and post stressing. Explain what is the difference and when in a beam it needs to be modelled as prestressing and when as poststressing. Also request please circulate a problem where both of them are necessary to model.

Sir what about projection to tank? Pls explain in brief a tank with columns

Sir if we want to design tank with columns?

nicely explained... liked it

Apka dono same h isiliye ban gya

Length kisko le

Nice video sir

Good 👍

In Hindi language

Need more

Will this design be called an Earth Quake Resistant design?

Sir reference loads not added how far this is correct?

Excellent Sir.🙏

Great Work Sir Thanks