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Combined footing kamse kam kitna feet hona chahiye

Mujhe home design structure chahiye contract no dijiye

Great work sir. #

Very informativ video. Where may I got the said book on Safe?

how to calculate spring constant ?

Please upload pile cap design for wall

great job

Can you help me foundation deign for single mesh is it possible

hloo sir share me your contact no. ??

Hello bro, I got your punching shear at minute 34, why the punching shear column is 0.03 and the pile is 0.9, the column is hold big load from top to distribute to the piles, I think this come from shear force value determined by SAFE is not correct. pls explain

Normal Isolated footings mostly have only bottom reinforcement why would these footings always have top reinfo in SAFE....!?

How to apply lateral load reaction?

How to detailing in auto cad from safe value?

Bhai or video banao naa pile cap ki

very well explained even better than some highly experienced structural engineers,,Thanks for the video

Sir, please upload new videos

Hi sir your videos are very informative...sir we are waiting for next tutorial where you said that I will make video on foundation that how transfer data from etabs and design csi safe❤❤❤❤

After adding the beam to footing ..I'm getting N/C for punching shear .....how to resolve this error..please explain

Brother you haven't considered BM along RE wall due to earth pressure and also due to earthquake.

Sir retaining wall design in Etabs video share plzz

column placing video . kindly provide .

Sir strap footing ka bhi explaination bataiye

It has helped me so much

Sir, The Best Explanation.

When clicking Imposed minimum reinforcement take ??

Working load capacity means ultimate capacity or safe capacity??

👍

sir how to join the course

please make an video on orientaion of columns in buildings

why moment is not taken in foundation design?

excellant sir

maza agya bhai , well done !!!

I have seen Many Online lecture on Etabs and safe design i really loved the way you explain .. thank you very much will watch all ur videos

Nice presentation bro

This helped a lot thank you

👍🏻

How can I solve this error when export ETABS to SAFE?("error adding point loads to safe model") please help ASAP

when to assignn stiff

kartik Bro..thanks..have great time ahead...

What about uplift in eccentric footing ?!?!?

Can you please reference to code where it is mentioned allowable settlement in pile can be 1% of pile diameter?

Excellent explanation 👍🏼 Good Luck 💐

This guy is so intelligent

keep it up

Sir jo development length nikali gayi he both side Ki he ya one side Ki he

this channel should be monetised

keep it up

well done good

hpw to buy this tutorial

Thanks sir, simple and easy methods to model and design a isolated footing , can you provide me isolated footing reinforce detail drawing cad file to me.