Thank you for your video. This channel is a hidden treasure.🎉
@magnodosanjos787714 күн бұрын
Nice, kinda in need of some solidworks tutorial especially of AutoCAD if possible
@gaganaut0614 күн бұрын
Please do more structural engineering related videos like fasteners, grms
@user-uq7kj1tc8v19 күн бұрын
Is there any way that i buy your calculation sheet? If then, send me message please
@user-pc1sw7iq6x25 күн бұрын
Good Night, Greetings from Venezuela. Is it possible for you to send this excel file for educational use? Gracias🎮
@user-pc1sw7iq6x29 күн бұрын
Hi My friend Nicely done! How could I get a copy of your excel file?
@flavioBohemio66Ай бұрын
excelente planilha....uma pena que voçê nao usa o sistema internacional "SI".....voçê usa polegada.....fica complicado pra maioria ...dificulta tudo
@mahmoudm.s.dwaikat1482Ай бұрын
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.
@hshhyjdhdhdjcjfjbybsndnh6369Ай бұрын
never seen such a shit
@matthewmei1838Ай бұрын
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.
@BoZhaoengineeringАй бұрын
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.
@abdalqadr1Ай бұрын
❤❤❤❤thanks
@SouvikCivil2 ай бұрын
BEST EXPLANTION OF ALL! Thank you. I watched many other videos before yours but this one truly is the best explained
@WilliamBelini2 ай бұрын
is not x = ln(1/(1-p))/B , like en.wikipedia.org/wiki/Exponential_distribution ?
@FolkersRojas2 ай бұрын
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.
@tm062_jihansyakinaharifin93 ай бұрын
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!
@mikeandronov32323 ай бұрын
What a great tutorial. I wasn't able to access the code. Have you removed this from your site. Thanks for the video.
@sundaresanmurali79493 ай бұрын
Thanks sir india
@MrScreaney4 ай бұрын
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.
@jamesdrew11684 ай бұрын
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.
@kapilan_t4 ай бұрын
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?
@sndesigncentre40114 ай бұрын
Hi dear do you have spread sheet with metric unit
@billneptune60504 ай бұрын
Very interesting
@vimalg61134 ай бұрын
How can I unsuppress the beam tool in static structural analysis in ANSYS R23?
@BoZhaoengineering4 ай бұрын
Thank you very much for your instruction! I am doing a line body representing bolt in Ansys. Your video is very helpful.
@anaritalourenco94724 ай бұрын
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!
@mattrose51644 ай бұрын
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?
@olasaeed90024 ай бұрын
Thank you. This is really helpful.
@shrinxo32305 ай бұрын
Thanks👍
@Zaidh665 ай бұрын
How can I get a copy of this spread sheet. Please let me know
@halthasssolutions28645 ай бұрын
😊
@AnkitSingh-us2wd5 ай бұрын
Thanks my man, I have my exam in 8 hours and this cleared my concept. Appreciate the help.❤
@danielardila54855 ай бұрын
hi, can you shared the code?
@kangaolivier75515 ай бұрын
Greetings to you sir ! Is it possible to get the Excel VBA for Z factor
@mesuthan5 ай бұрын
Do you have specific topics on which you prefer Ansys over Abaqus or vice versa, regarding mechanical analyses?
@Kasabwalamanan5 ай бұрын
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?
@user-up6pp1rg3o6 ай бұрын
Great vid top dog - is there a way to look at the responses at specified locations?
@qwm10076 ай бұрын
Regarding to kA and kb - these are approximation of error function inverse for n>16. For lower n check the table in the handbook
@forsakenV126 ай бұрын
Do you have an example on johnson euler ? Great info. Loving this channel
@forsakenV126 ай бұрын
So the square root is used in literature, do you know why ? The margin of safety value does change depending on the method used. Can you explain why it is used or why it can be left off?
@forsakenV126 ай бұрын
I just found your channel. Your explanations are very straightforward. Thank you!
@forsakenV126 ай бұрын
Great example. Do you have more?
@user-ew5qf9hd2k6 ай бұрын
Can you share your sources?
@DeanJustinNunez6 ай бұрын
Excellent video and an awesome analysis. The textbooks that I have only cover loading a bolted member and not members held together by cap screws (blind).
@slimjimjimslim59237 ай бұрын
since Interp2d is going away, can we also do the same with Interpn or RegularGridInterpolator where we give x array, y array, and value array like in this example?
@user-jx5dq2nq2w7 ай бұрын
Is there any way I could message you about your Rate Vs. Cumulative production VBA spreadsheet?
Пікірлер
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?
Great vid top dog - is there a way to look at the responses at specified locations?
Regarding to kA and kb - these are approximation of error function inverse for n>16. For lower n check the table in the handbook
Do you have an example on johnson euler ? Great info. Loving this channel
So the square root is used in literature, do you know why ? The margin of safety value does change depending on the method used. Can you explain why it is used or why it can be left off?
I just found your channel. Your explanations are very straightforward. Thank you!
Great example. Do you have more?
Can you share your sources?
Excellent video and an awesome analysis. The textbooks that I have only cover loading a bolted member and not members held together by cap screws (blind).
since Interp2d is going away, can we also do the same with Interpn or RegularGridInterpolator where we give x array, y array, and value array like in this example?
Is there any way I could message you about your Rate Vs. Cumulative production VBA spreadsheet?
could you share the excel calculator, sir?