Design of columns part 3: Excel Sheet For Axially Loaded Short Column (IS 456-2000)

[@BARTLANTV]

Excellent work, the product of brilliant mind, restless in helping others....

[@simplystructural8424]

Thanks brother.

[@anishbishwakarma4706]

Appreciate it 🙏 Love from Nepal ❤

[@kartikpanchal4516]

Thanks for sharing excel sheets

[@goutamsaha6061]

Great...i need design calculation for retaining wall design.please keep one season for it.

[@jagadeeshkalam5695]

Nice bro thanks for the video 👍 upload more videos ...

[@keyurkamariya5106]

Excellent work..... 👍

[@rachidouzaher3041]

good job bro . thank you

[@rajanv.m.8136]

sir,
kindly prepare excel sheet on tee beam for all the three cases within flange and web portion for design. thank you sir.

[@tarunarja]

good in excel sheets

[@rajanv.m.8136]

In step 5 Asc required is Asc= Pu-0.40 fck B D /90.67 fy-0.40 fck)

[@kevalvyas3940]

Thanks bro👍🏻

[@pvr123pvr]

good work

[@kevalvyas3940]

Please upload more👍🏻

[@simplystructural8424]

Sure

[@rajanv.m.8136]

Sir,
Your sheet is good. A small correction in working out size of column. Ac= Ag-Asc. Accordingly Ag= Pu x 10^3/[0.40fck + (0.67fy-0.40fck) Asc]. From this Gross area of concrete we have to find out size of column. kindly made this change in the sheet if acceptable. thank you.
V.M.RAJAN.

[@sasikumartherayil9620]

Can I buy this programme

[@muzammildurrani6736]

sir please make video on biaxial column design

[@koduquiz]

Thanks a lot sir. Respect you as brother. I want to make some contribution for your effort

[@simplystructural8424]

Welcome dear 👍🏻

[@koduquiz]

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[@engrnazmul-mm9fb]

vi vi nice

[@joyprakashsamanataray2730]

1st make a video how u r getting 3000kn