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can you share the link to the e book

Thank you for the explanation...

How to programming Miles' Equation in Excell?

glad I found your channel!

great video, thanks!

Thank you for your video, can we get our hands on the excel spreadsheet?

Can u explain how weld calculations are done using the extracted results here. Thanks

Thanks for such valuable knowledge shared

Thanks a bunch!

thank you for your video.

My base data has 0 values and thus Lnx gave me errors. working with a filter I can get this to give me a 0, but when I do my check it does not work out. What the fix?

really like to see your codes.

How do I know the name of HistoryRegion?

Thank-you. Very helpful and detailed video.

Thank you for your video. This channel is a hidden treasure.🎉

Nice, kinda in need of some solidworks tutorial especially of AutoCAD if possible

Please do more structural engineering related videos like fasteners, grms

Is there any way that i buy your calculation sheet? If then, send me message please

Good Night, Greetings from Venezuela. Is it possible for you to send this excel file for educational use? Gracias🎮

Hi My friend Nicely done! How could I get a copy of your excel file?

excelente planilha....uma pena que voçê nao usa o sistema internacional "SI".....voçê usa polegada.....fica complicado pra maioria ...dificulta tudo

do you have any idea how to make a tapered beam element in spaceclaim or ansys workbench? not solid, but rather beam or frame elements.

never seen such a shit

Thank you very much, that is excellent. I am curious to know how does these date comes out in the first place, as I noticed there are different sets of values from different sources.

Thank you for your video. I am working on bi-axial fatigue. The Mohr's circle is useful to get the 2D stress state and the component.

❤❤❤❤thanks

BEST EXPLANTION OF ALL! Thank you. I watched many other videos before yours but this one truly is the best explained

is not x = ln(1/(1-p))/B , like en.wikipedia.org/wiki/Exponential_distribution ?

this Method will no longer work becasue scipy is deprecating some of the codes. There are replacements. So look it up. thanks for the video.

Hi Brandon, it looks like the template link is broken, could you share the new one? thank you. Looking forward for your answer. The video was great, anyway!

What a great tutorial. I wasn't able to access the code. Have you removed this from your site. Thanks for the video.

Thanks sir india

Great Video! Do you have an equivalent python script that uses the Newmark Method? Been trying for ages to get it to work but to no avail.

A couple of suggestions. 1) You should calculate a pin margin for the shear-bending interaction. This would be MS = 1/sqrt(Rb^2+Rs^2)-1. 2) Also suggest that plastic bending be used for the pin, such as the Cozzone method. 3) For the interaction, note that the max bending and max shear stresses do not occur at the same location so using the max-max stress is too conservative. 4) You are assuming that you know what M is, based on the assumption of t/2+g. Both sides of the shear plane should be looked at simultaneously, with M as an input on each side. Calculate the pin slope at the shear plane for each side and goal seek on M until the slopes are equal. Very nice presentation though and you pointed out a tiny but significant error in my own analysis. So, thank you.

Hi @TopDogEngineer, thank you for a great video! It seems like the link to the VBA template is broken. Would you mind sharing it again?

Hi dear do you have spread sheet with metric unit

Very interesting

How can I unsuppress the beam tool in static structural analysis in ANSYS R23?

Thank you very much for your instruction! I am doing a line body representing bolt in Ansys. Your video is very helpful.

Hello, good afternoon, how are you? I hope you're well! Can you explain to me step by step how to arrive at the safety margin expression, please? I would be very grateful! If I can return the favor, tell me how. I await your response, thank you and continued success!

what if you have a set of multiple cum production plots from a distribution of wells within a type curve boundary and you want to fit P10, P50, and P90 cum curves to the cum plots of all these wells, then convert the P10, P50, P90 cum curves into bbl/day decline curves for EUR estimation?

Thank you. This is really helpful.

Thanks👍

How can I get a copy of this spread sheet. Please let me know

😊

Thanks my man, I have my exam in 8 hours and this cleared my concept. Appreciate the help.❤

hi, can you shared the code?

Greetings to you sir ! Is it possible to get the Excel VBA for Z factor

Do you have specific topics on which you prefer Ansys over Abaqus or vice versa, regarding mechanical analyses?

why do all +My stresses have a -ve sign? is it because the bending moment rotates all elements in a clockwise direction? if so, for +Mx, also rotate clockwise, hence shouldn't they be -ve?