Part 32: Excel Sheet for Column Sizing🔥

#STAADPro#Connect#Edition
In this lecture, you will learn how to prepare excel sheet for determining preliminary size of columns.
Google drive link to download excel sheet for column sizing:
docs.google.co...
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[@parthadey4265]

Very nice and fantastic sir❤

[@baddigamsrinivas8491]

such an easy way to make the columns pass!!! thank you so much brother🙏

[@rajanv.m.8136]

Thank you for sharing this excel concept. Normally we simply alter the size ask staad to pass the section. If it fails again change the next section. If we try with excel it is easy.

[@ramfun7246]

Very informative. Your directly enter the area of column size for Ac value in excel. I think it is Ac = ( Ag-Asc).

[@lobzangtashi6766]

This channel is really Informative, thank you

[@simplystructural8424]

Thank you🫡

[@soumyadipchakraborty344]

In my staad model if I consider a vertical column line then Ground floor column (3.9m) gives greater Ast then below tie column (1.5m) Is this normal? Follow this but still some floor columns failed ( renf% is greater than limit:2.5%)

[@sanjaysaxena270]

very effective stap , thanks keep shearing good consepts.

[@anandpal3187]

By double clicking the column how can you say that a column is failed or not (at 1:54 min. in video)

[@anishbishwakarma4706]

Appreciate 🙏 Love from Nepal ❤

[@sanjaysaxena270]

i appreciate your way of explaining, just clear me, in part 15 , why we not added seismic wt. (under seismic definition) in all three direction

[@ayankhan9521]

Fy will increase when you will increase the size of column .. than again we hv to follow this step ???

[@soumyadipchakraborty344]

In staad I use 325x400 column and bottom columns are failed but in Excel sheet Pu values for 325 x400 column is greater than fy of those failed column... Should I need to increase the size of columns?

[@simplystructural8424]

Yes

[@PintuKumar-qz8te]

Thanks alot sir... Any no. To contact you. Want excel sheet of box culvert , if possible tell me sir