good information

Nice video bro

I please share this Excel sheet

why there is a cutting in 16:30

Interesting! It is also informative to check the errors while creating the tube.

sir where i can find your videos in proper sequence..... i couldn't find your website and i mailed you but it says its wrong mail id

🎯 Key Takeaways for quick navigation: 00:32 🏗️ *Learn how to address overstress in ETABS by creating a model, applying loads, and designing using Indian code and metric units.* 02:11 🔄 *When overstress occurs, modify the cross-section area, change concrete grade, or adjust steel properties to ensure proper reinforcement.* 03:55 🛠️ *Increasing cross-section area can eliminate overstress, preventing the need for impractical quantities of reinforcement bars.* 04:58 🔔 *If you find the video helpful, subscribe, share, and click the bell icon for more content.* Made with HARPA AI

you show the stress in slab can we not get max tension and compression value to design the slab ?why you not give plinth beam ?

Can you do a simple tutorial of RC Beam Design to BS8110? Also a simple continuous Slab designed to BS8110 over beams. Nobody doing a clear steps.

Good Introduction.

Thank you, so helpful

Thanks for the tutorial.

*Promosm*

Seen many basic videos of revit on KZbin but this video made my concepts clear in a very short time. Thanx and keep it up

Where to download the program?

Hi I have one technical query Please explain when the temperature load is considered for the RC beam design why there is increase in reinforcement, the amount if steel shown by etabs will be more than that of the bending requirement

yes dear, it's practically possible to apply the various external moments by applying the moment loads or other load which causes the beam to rotate to generate the moments.

Nice Explanation

How about analysis..can the curve beam analise..

Sir, I confused in designed to 1 floor. Because if the designed in roof materials not a concrete or slab, but the material roof is a cannal steel/galvalum. how a step that?

Can we take out results in tabular form?

Dear Sir, Without any load calculation you are taking a tall building without working out wind intensity for various height. Pz=0.6 vz^2 but you indicate this as 0.7 instead 0.6. Design wind pressure pd=Kd Ka Kc x Pz and it should not less than 0.70 Pz. you are teaching wind as per latest code IS 875 part3-2015. In applying wind factor X as 1, you should apply the value (Cpe-cpi) and put it factor as arrived and not exactly 1 as per code.Are you check the wind force value arrived from staad and compare with manual calculation using formula =(Cpe-Cpi)xA x pd. I think this is your first video.

Sir how to solve #52 warning Delta exceeds 1.4

Thank you so much, very useful

Thank you so much sir..

Thank you so much!!

Whey are precaution of Incidence are taken in Beam/Column orientation and theirs defects on structural calculaton. Please sir give me ans

How to model CFDST (concrete filled double skinned tube) and analyse it in ETABS I have modelled but it isn't recognised as a composite column in ETABS and hence can't be analysed as composite column. What to do?

MY DXF FILE CANT IMPORT..WHAT TO DO TO IMPORT IN ETABS...

Sir mujhe complete course chahiye

Hlw sir..what will you do..if the beam shows V..What kind of error is this..And how would you solve this?

What book is that??

Need help, I modeled 4 story building w/ concrete frames & slabs. I ran the design/check analysis w/ ACI 318-14 code. At the upmost story, the joint shear check/design & the (6/5) beam/column capacity ratio value is shown as N/A with notes : N/A: Not Applicable N/C: Not Calculated N/N: Not Needed Why the value is shown as N/A? What are those notes mean in particular? and How am I supposed to fix/handle them? I've been a while on the internet but nothing. Is there any specific reference regarding those issues?

Good explanation!!

In my drawing after zooming column it appears.so what is solution

Thank you sir, very helpful for my school presentation

Thank you, this one helps! :)

Well explained brother...but can I ask the definition of master slave joints?

upload more videos

Super Ji wow nice 👍🙂

very simple and quick video

kzbin.info/www/bejne/jpOkoIF_ottlZrc

H shaped bars available in market are of mild steel not TMT, so not good

Sir how to change dimension in autocad file mm or ft to meter sir...

Could you please explain about torsional constant for beam. I have taken it as 0.35 but the beams are O/S. Increasing section sizes is not solving the problem.

sir please upload the etabs videos from start to end

गुड वीडियो सर्

please another classes Sir

Want to learn etabs sir plz

Iska alakse playlist banaiye and daily structure video daliye AutoCAD pe if possiable