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Can This report is available

Do you conducting online structure design training for industrial RCC and steel structures, for industrial, commercial, residential, telecom towers, sub-stations etc. in detail? Please reply, waiting your hopeful answer.

Please provide us with the Excel file that explains Example 3 so we can understand it better.

Please provide us with the Excel file that explains Example 3 so we can understand it better.

Hello Sir, is there a formula to calculate the limiting value of vibrational amplitude in horizontal and vertical directions. The book gives a graph but is there an empirical formula for this?

Thank You, great presentation

Thank you for sharing your knowledge and experience.

Very instructive video, thank you!

wonderful sir. Very usuefull. I m a moroccan engineer and i use french code. I will really appreciate sir if can share your excel sheet. Anyhow. Brilliant

Sir can y give me this excel sheet

Wrong result.

Please provide book

Thank you very much. How can i get the complete video?

Kindly, Is your spreadsheet available for download and how

Sir, while calculating the soil pr why it is mutiplied by 1/3?

Please share the second part

lecture were good look good but I could not understand even a single method you explained

Hello sir I design G+2 building for 3 DG set machine. Can you share this book and excel

You is great, but it would have been excellent if the memo file was attached.

Thank you nice presentation

Awesome video thanks

Assalamu alaikum I am from India

A. Alaikum Sir, the lecture is highly informative. Could you please provide the Mathcad sheet? It will be really helpful for me as I am working as a Structure Engineer in a consultant firm.

Thank you very much, it is really helpful.

which autodesk do you use for this?

Thanks can you give us a excel sheet

Any part 2 from the video Sir?

@msajjadh Can you please enlighten how can we simulate multiple scenarios, i.e. accidental. overspeeding etc. in a staad model. I understand we can be done with multiple models. but can we combine them in one using different load cases?

I have a question,as you have said that the billboard should be safe ....after finding the wind load acting on the billboard ,how do you use that value to determine whether the bill board is safe against that wind. Does the codes state that !!or we should just go further use the wind load we get to design the foundation,the steel bolts etc.... Thank you

Nice video .

Get you a software link and crack her?

Thanks alot sir for valuable explanation. I have 2 questions.. 1. As per ASCE 7-10 and onwards, importance factor is excluded fron eq of qh, and wind load combos are having 1.0 rather than 1.6 compared to older version but this is because they linked velocity with risk category , so the wind velocity that we are selecting to be multiplied by factors > 1 depending on risk category. Explain this please..Q2. How the calculated Moment should be applied to the structure when if it is a truss ? Please explain thanks

A very interesting lecture. Is it possible for you to share the Excel file? I would like to use it as one of my examples in my class. Thanks.

I hope you wouldn't join the bandwagon of connecting weightless rigid entities with high flexural rigidity to the centre of gravities of the driver and driven package. I.e if those are the location where the dynamic loads are generated as this can be done differently without the modelling of rigid connecting beams as I see most of you online tutors. To apply lateral dynamic loads at a centre of gravity which is located above a modelled block foundation (note plate elements are also used, especially if a static design is also required), you apply the principle of transmissibility and transfer the lateral harmonic loads to the top of your block as well as the corresponding harmonic moments. This eliminates the modelling of rigid entities in a STAAD model. Also note that for most centrifugal machines that are connected to the foundation through tie-down pad plates like a gas-turbine driven generator, the unbalance forces are generated at the rotors and transferred unattenuated to the pad plates and not at the C.O.G of the equipment packages

I wanted to learn designing machine foundation. Can you share the link of the pdf of the book or share the excel - thank you very Mach

Thank you sir, this is so insightful, when is the continuation of this design coming out.

Sir can you please share the excel sheet?

Sir You are amazing Masha Allah. i am just graduated from Uettaxila in Civil Egg. how can i meet you Sir coz i am interested in design philosophy and want to have some healthy discussion on structure design. Please Share Your WhatsApp number Sir.

Excellent Presentation!

Thank you very much sir, how do i get the complete video

Thanks for the video sir. Can i get the Manual design mathcad file please for reference

can i use data from ETABS 2018 on SAFE 2016? which software is good to design MAT if i am using ETABS.

یہ وہ ویڈیو ہے جس کی آواز نہیں آرہی ہے

kzbin.info/www/bejne/jZLRq5tqmbebla8

Sir I would request you to design a building on different building codes for instance BCP-2021, eurocode, british and new zealand and then compare the results of each code. Thank you

Can you share the excel file? Please share the excel file.. I am doing my project on machine foundation..It will be a great help

I need software link