SAFE Tutorial Design of Isolated Footing as per IS Code

[@AnkitJain-wq5yf]

is bar placed perpendicular to strips A ... during calculation of m2/m area for A Strip

[@arnabdeb1723]

Should we neglect the top steel on footing?

[@structuralworld4880]

No...
In concentric loaded columns you can ignore as it is very less..
But in case of eccentric loaded or combined footings you should not..

[@mohammadmujtaba7964]

@@structuralworld4880 send etabs file

[@ganeshrasankar5791]

Sir could you provide excel sheet for foundation shown in video

[@abdulsaif4405]

Sir plz etabs and excel sheet provide

[@structuralworld4880]

Will share after when our channel reach 10k subscribers....please share

[@muz255]

Brother, after running model when I check moment it is showing unit as kN/m - m.
Second query is after generating report of analysis and design moments are showing Mu2 Mu3. What is that u2 & u3 ?
Please answer :)

[@structuralworld4880]

Kn/m per m width....it shows strip basis results

[@structuralworld4880]

Mu2 and mu3 about axis....u2 and u3 ...for this u can check in help for information about axis

[@neerajthakur880]

sir can you share footing design excel sheet

[@structuralworld4880]

Will share when our channel reach 10k subscribers....please share

[@mohammadmujtaba7964]

send etabs file

[@structuralworld4880]

Will share when our channel reach 10k subscribers....please share