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Sir can you please tell me, is there any way to design PEB for me

Sir I want to know the mild steel required for 10000 sft peb

Sir is there any possibility to share excel file

Thanks a lot sir,

Surojit where can we access your tool?

How can I contact with you ?? May I get your contact no plz ??? I have to talk with you .

Sir is repeat load can used when analysis using response spectrum ?

Hello Did i design z section into advance staad

Dear Sir, for laterally supported beams with high shear cases we can use cl. 9.2.2 Considering Effective Web Depth. But for laterally unsupported beams (like crane beams) and D/tw > 67E, do we have to ignore the complete web and consider flanges only in flexural strength ?

what about Inclined flange HAT Sections(Non rectangular HAT). how to design , as we don't have such section database. In solar, inclined HAT is used.

are the tools available now also. the link seems to be broken now.

Surojit excellent video..congratulations for explaining the topics lucidly..

Khub valo r helpful

NICE SIR HOW CAN WE GENERATE DRAWINGS AUTOMATICALLY LIKE RCDC

provide excvel sheet of wind load calculation

Link opens but file does not exist here Kindly share the file in the link again

When rigid diaphragm used, how can provide a cut out?

Sir Can you share the Macro file ?

Sir can send Excel sheet

Can you sell your excel tool?

Can you sell your excel tool?

Can you sell your excel tool?

How to apply 12 wind load cases as per ASCE 7?

Pls make full and in-depth video series on linear & inelastic non linear time history analysis,inelastic responnse spectrum, analysis in staad pro. Also make videos series on material non-linearity, geometric non-linearity, contact non-linearity and load non-linearity, implicit and explicit functions in ADINA. THANKS.

sir, why you not model staircase in any model or analyse (equivalent)

Dear Surojit, The tools presented in these videos, are these available for puchase? You have not covered how to acquire these, it would be helpful to share this information.

Can we need to add that torsional eccentricity on one story and three story building too? or is it only for tall structures?

I have designed a building in IS 800:2007 and use section 12. Got some typical observation. I want discuss with you . If you give your mail id then it's very much helpful for me

Thank you sir

Hi Engineer. Please continue the series

Sir, i am designing a steel truss 22m self supporting , mounted with both end with bolt M10x40. can you help me to design. i have made model. but i m facing error while post analysis

Thank you !

very informative and remarkable video thanks

Please share a series of tutorials on RAM structural system, thanks

Can it be used in pyrated version of staad?

Sir will you provide classes because i want join your classes

Can you tell whether there are videos to learn high building modelling in RAM Structural System?

Thank you for this insightful video! The detailed explanation on modeling slabs as both individual elements and as diaphragms has significantly enhanced my understanding. I appreciate the depth of knowledge shared-it's truly valuable for my design projects. Keep up the great work.

Hello Ji, can I get the wind load generator excel file

Kindly make some videos on tools development with openSTAAD, micros and VBA.

Can you please share these Tools or may be keep on purchase link, or make detailed video to developed micros.

also you did not demonstrate the full details for transportation and lifting.

Where and how can we get these tools in all videos. there is no tools and excel we found anywhere.

Hi…can you do a tutorial for a cantilever canopy like the petrol filling station.

Can you Share the VBA xls file for Cb value. Where it can be downloaded?

Thank you. Please share the macro sheet

Hi Surojit ji couldn't find the xl sheet could you please provide the link

Sir How to identify which supports is required for a particular structure?

Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?