StrucTech

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@purushottamdewangan6352 3 күн бұрын

Wonderful explanation for the application of Load on STAADPro. Keep sharing knowledge 👌🏻

@vimetepusa8221 Ай бұрын

very well explain sir . can you kindly share the excel sheet ?

@suryasid3124 Ай бұрын

good evening, it is great work, sir, I tried to download the excel sheet but it shows that the requested file does not exist, so kindly share the excel sheet, sir thank you, sir

@structech2535 Ай бұрын

@@suryasid3124 hi, its been long time since i made this video. Unfortunately I lost that excel sheet.

@rajingeorgeabraham2255 Ай бұрын

Hi, can you please share the excel sheet?

@benjamin304030 3 ай бұрын

best staad analysis ever👍👍👍

@balamurugan-jx4md 8 ай бұрын

Please provide excel sheet

@brjangid3088 Жыл бұрын

Execellant Explanation

@tapaschakraborty7392 Жыл бұрын

Plz provide me wind load Calculation sheet

@ameliam7732 Жыл бұрын

Could you please share the autocad file

@rajanv.m.8136 2 жыл бұрын

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.

@afzalhussain7466 2 жыл бұрын

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

@shantanugholap27 2 жыл бұрын

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

@rangapriya2716 2 жыл бұрын

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

@ashharbilal7307 9 ай бұрын

Only change range and taken a factor negative

@uzmakhan4222 2 жыл бұрын

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

@aslamrahman2748 2 жыл бұрын

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.

@cadcamacademy6924 2 жыл бұрын

how to apply gust factor

@praveenvap2836 2 жыл бұрын

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

@niinuetey9878 2 жыл бұрын

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

@kalpakdas3733 2 жыл бұрын

Generate হচ্ছে না

@nileshjain164 2 жыл бұрын

Please share the excell sheet

@VK-ng4jk 2 жыл бұрын

Can you provide this dxf file

@nagarajusssct9715 2 жыл бұрын

Hai, any online classes for Stadd pro

@structech2535 2 жыл бұрын

Hi Nagaraju, I wish I could take classes but due to shortage of time it is not possible for me. Hope you guys understand

@lolus8622 Ай бұрын

@@structech2535 Hello, can you share with me a High Rise Building 10 or more storied's ETABS File please?

@maulikkakadiya1294 2 жыл бұрын

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?

@structech2535 2 жыл бұрын

Can you share your etabs model

@mohitmenaria2238 2 жыл бұрын

Same problem unable to read analysis data.

@structech2535 2 жыл бұрын

@@mohitmenaria2238 can you share your etabs file will check and revert

@bcengineering3796 2 жыл бұрын

@@structech2535 i can share my etabs file please help

@nageshkumbhar2433 2 жыл бұрын

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

@manjushathool7853 2 жыл бұрын

excel sheet

@himanshusahu8242 3 жыл бұрын

Sir shear me excel sheet wind and seismic also

@nileshjain164 3 жыл бұрын

Please share excell sheet

@kamaldhar2100 3 жыл бұрын

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

@abhaprakashkar 3 жыл бұрын

🙏🙏🙏

@ch.keggfact3855 3 жыл бұрын

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

@srikanthraj7606 3 жыл бұрын

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

@Hariharan-lf9fe 3 жыл бұрын

Sir Please send the Excel sheet to my mail [email protected]

@parvezaffani2213 3 жыл бұрын

Please send me Excel sheet to my email id "[email protected]" ASAP

@bhanuprakashpm2735 3 жыл бұрын

Sir Please send me the spreadsheet to this mail. [email protected]

@swapnilpatil4994 3 жыл бұрын

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

@abhijitsarkar5823 3 жыл бұрын

Same thing can you show for pitched roof?

@flutemalayalam4321 3 жыл бұрын

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

@financemarkethub6763 3 жыл бұрын

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

@AtulEngineer 3 жыл бұрын

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

@shivagupta3840 3 жыл бұрын

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. [email protected] Thanks