how to take reinforcement details

Yess sirrrr

youre slab is on the top it should be on bottom

what about the design aspect

You're a legend! i've been needing a visual element like this for years

In case 2..C = -27.6/3.6 ...the C value negative 7.67 please confirm

Why didn’t you add rebar ? Geat video btw!

Great video, but what is meshing for?? what does it mean when you mesh?

Is this designed by LSM method

Very nice presentation 🎉❤

Muy buena explicación, gracias por compartirlo.

Lovely!

Thanks

Hello. Noob question. May I ask if paano po i-apply ung NSCP 2015 dito sa etabs?

Good work. Thanks a lot. Your efforts really help the community.

thank you very much , how can we know the thickness of the wall and the reinforcment needed for wall and slab please?

great sir thnq🙏

The local 3 axis of the wall shell usually points inwards to the wall, then why did you give a negative sign for the earth pressure which is acting in the same direction ?

How to get the moment manually for the horizontal load that we applied non uniformly in etabs?

Very nice presentation. It would be interesting to me maybe a part 2 lesson in which evaluate the tank water behaviour under seismic conditions (responce spectrum analysis for example) :sloshing problem . It would be interesting if The tank is considered both in under ground conditions and in elevated condition too. Thanks in advice

Sir ganito din ba pagdesign ng swimming pool?

thanks for this very interesting content

Hi, great video, much appreciated. A query, those modifiers of 0.25 and 0.70 that indicate that they are in the ACI. Are you referring to ACI 350? If so, please where can I locate that reference. Thanks a lot. Greetings from Peru.

Perfect lecture

Can I model and analyse a basement wall in a similar manner?

hallo sir thank you for the amazing tutorial. i followed your steps A to Z however my moments are wrong .i am getting maximum moment of 1.92 instead 12n/m .is it because i am using etab 18. what is the problem. i can forward you the model if i get your email

Sir it was helpful,but it wud be great if you show how to calculate reinforcement required for the walls

useful and very simple

Thank you for breaking it down..Appreciate the effort you put in this video.

Where are the 998 remaining videos???

Thank you for sharing your knowledge! Very clear instructions.

TRY THIS SOFTWARE TO MODEL THE TANK IN A MINUTE kzbin.info/www/bejne/oIDGgYdqj7elZ7c

Thank you for the subtitles!

Brother, take into account the sloshing effect of fluid in the water tank during earthquake....

Hello ... engr can you make a video on design of basement wall. is basement wall design is similar to this video cause the forces like soil pressure, water pressure, and surcharge load are mostly similar. if yes then how about saturated soil(pressure formula will same or different) please answer my question The second thing which I want to know is retrofitting a structure using etabs. how retrofitting is done or what are steps to be followed

Frm construction engineering ph.

Im from structural engineering ph

Can you send excel sheet for crack width to [email protected]

Please guide, why don't you assign area springs on base slab?

why dont you assign area springs?

Sir bat wala po kayong Tie Beam or Grade Beam na pinakita?

Safe & etabs ..

bakit wala po footing tie beam?

Dear , can you please make a tutorial for underground water reservoir size 100m x 50m x 8m deep. Water table is 4m above the bottom slab.

Sir could you please make a video about sign convention of shell element etabs like m11 m22 m12 and other v11 v12 and local axis direction

Engr. Tanong ko lang kailangan ba ang footing tie beam or plinth beam sa 48sqm na bahay

wonderful explanation thank you so much

sir can i get your email add po

Sir, I am from Assam, India Pl send the spread sheet to find out the reinforcement and to check the crack width. My email id is given below [email protected]

Paano po ang Geodetic Engineering?