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best staad analysis ever👍👍👍

Please provide excel sheet

Execellant Explanation

Plz provide me wind load Calculation sheet

Could you please share the autocad file

sir, In taking Cpe from table 5 i have one doubt. if the building is vertically rectangular front length side is A and opposite to that is C for 0 degree and in perpendicular for 90 degree, the top short side is B and bottom short side is D. accordingly we have to read cpe values from fig given in Table 5. if building is horizontally rectangular your front short side becomes B and opposite side is D for 90 and front length top and bottom side becomes A and C for 0 degree. is it correct to read cpe value. kindly clarify. nobody watch the figure given in table 5 to read cpe value. there is little comfusion in reading the figure.

Thanks for modaling sir. May you complete modal sir such as Analysis, Design And Detailing each member of High rise building

sir ploblem with importing etabs file to rcdc ... UNABLE TO READ ANALYSIS

well explained sir in your example u have considered wind in +ve x -direction how we have applying them in -ve x- direction please reply sir

The option etabs database to access is inactive for me Even after installing access database 2016 it's not working Kindly help

Presentation is very cumbersome and boring. Make another excel sheet for calculating external and internal wind pressure by giving height, width input. And explain by giving text explanation as well and not switching too many times from one page to other.

how to apply gust factor

Hi...bro iam facing some problem during the run analysis

Please help! I have realized that when I release moments in staad pro secondary beams, RCDC is unable to read the correct beam length data. Also in instances where the beams meet without a column and/or grid line, RCDC throws excessive increase in the beam length. Please what could be causing this anomaly. A 3 meter beam in staad pro becoming 8 meters in RCDC is quite alarming

Generate হচ্ছে না

Please share the excell sheet

Can you provide this dxf file

Better than all the rest. Always move with backups and explanation. Keep it up.😁

Briliant.

Hai, any online classes for Stadd pro

I've tried so much time to export the same from etabs but still, there is "UNABLE TO READ ANALYSIS FILE".I am using ETABS v19.1.0, RCDC v10.0.0 & Microsoft Office version is 2019 How to solve this error?

Sir How to check column/beam is safe or failure?

excel sheet

Sir shear me excel sheet wind and seismic also

Please share excell sheet

Will the approach remain same for Open Steel structure? or can we consider Wind in X only with 1 coefficient factor?

🙏🙏🙏

Sir you explained very clear and clarify all steps well that's why I hope all students understand easily

Cpe for wall "C" calculation is correct r wrong.. It is +0.8-(-0.2)=+1

Sir Please send the Excel sheet to my mail hariharalakshmanan@gmail.com

Please send me Excel sheet to my email id "newguest277@gmail.com" ASAP

Sir Please send me the spreadsheet to this mail. bhanuprakashckm@gmail.com

Sir staircase and foundation missing pls upload G+२ building design alalysis we need for project

Same thing can you show for pitched roof?

Study correctly and explain correctly. do not tend the viewer in total confusion. waste of time

Thanks sir..I need this..thank you very much

Dear Sudhir, Very good informative video. In your video I see that you have not considered the negetive values obtained in excel sheet while inputting values in wind load dilog box. Please clarify.thanks in advance

You have made such a nice video. Everything is very clear there. I request you to please upload a full detailed video over Response Spectrum Analysis in an Unsymmetrical RCC Structure. And please send me the Excel sheet of Wind load calculation and seismic load calculation. shivagupta0591@gmail.com Thanks

Hello Sir, very nice. thanks

Great video! Btw should we use the Cp values with an angle of 90° for WZ as well?

Very nice

So useful good clarity can you pls mail the spread sheet to space.makers@gmail.com

You are great! please share the excel with me. ascana1990@gmail.com

It is same for etabs software?

Sir isame jo height li h vo pure building ki li h ki floor ki li h ki windows ki li h ????

Sir, please kind to provide me the excel sheet?

you have explained so nicely. Excellent.

Please provide the IS code... Please brother

Hi friend,your video is very useful to learn many basic things.even if forget something just watching the video it can be refreshed.good job,if you don't mind please send me that excel sheet which you have prepared for generation of wind loads, my mail id is salimjohnp@gmail.com. thank you

Good work. Only thing is that the load is applied in +ve X direction only in this vedio. Do we need to apply all the four directions or +ve Z direction is sufficient. Anybody please clarify.