Just finished watching your first video about bolted joints and I'm off to watch this next. I know this will be another great, lucid lecture. Thank you for this!
I'm glad it helped! If you're interested, check out similar content in these playlists: MEEN361: ru-vid.com/group/PL1IHA35xY5H5AJpRrM2lkF7Qu2WnbQLvS and MEEN462: ru-vid.com/group/PL1IHA35xY5H5KqySx6n09jaJLUukbvJvB Thanks for the encouragement, and thanks for watching!
I'm glad you found it useful! If you haven't already found them, you might be interested in some of my playlists I have put together as you study for your exam. Machine Element Design: ru-vid.com/group/PL1IHA35xY5H5KqySx6n09jaJLUukbvJvB (two more weld-related videos in this playlist: ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-YCy3cQwT6xA.html & ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-AwPjpERGnRk.html ) Advanced Mechanics of Materials: ru-vid.com/group/PL1IHA35xY5H5AJpRrM2lkF7Qu2WnbQLvS Dynamics: ru-vid.com/group/PL1IHA35xY5H6G64khh8fcNkjVJDGMqrHo Statics and Mechanics of Materials: ru-vid.com/group/PL1IHA35xY5H5sjfjibqn_XFFxk3-pFiaX Thanks for watching and good luck!
@TheBom_PE i couldn't find safety factor for dynamic loaded weld (mechanical shock). The allowable stresses are the same as presented in table 9-4 (49:00), Thank you for great lectures on yt. I spent many hours here and helped me a lot in work!
Your videos are great!! Thank you for showing them. I have a doubt, in minute 36:48 you use 6mm for "h" throat, shouldn´t we use 0.707 . 6 = 4,24 mm ?. If that is the case the value of F = 67,05 KN. Best regards.
If you found this video useful, consider helping me upgrade the old tablet PC I use to create these videos! Thanks! www.gofundme.com/help-replace-my-2011-tablet-pc
Thanks for your video, it great. Just one question, have you ever tried the welding calculations that Solidworks and other softwares use for welding? it uses Eurocode 3. I have tried to find videos for these calculations to no effect. I'm hoping if you ever get a chance, to make a video on this subject, I think you could explain this very well. I have tried the calculation method myself, but Shigley's seems more straightforward to understand and use.
I'd say having a character that looks like a B but sounds like an S is pretty fun. We could call it the BS symbol... might come in handy. I use Shigley's Mechanical Engineering Design, 10th edition. I'm sure there are better sources for weld design and analysis though. Thanks for watching!
I'm very glad it helped! If you are interested, I have the content that I teach out of the Shigley textbook collected in these two playlists: MEEN361: ru-vid.com/group/PL1IHA35xY5H5AJpRrM2lkF7Qu2WnbQLvS and MEEN462: ru-vid.com/group/PL1IHA35xY5H5KqySx6n09jaJLUukbvJvB Thanks for watching!
Thank you sir for giving us your knowledge. Respected sir, i have some confusion. sir in problem it is given that we parent material is of" 1015 CD " but you choose "1015 HR" sir please guid what is its reason. Thank you.❤
This method doesn't really care how the metals are melted together or how the filler is added. It is a simple and relatively conservative way to get load capacity estimates. For important applications, I would recommend consulting with engineers who have more experience and expertise in the specific joining method you have in mind.
Quenching a hot part after welding wouldn’t “harden” your part unless your part is made of a very rare thing called tool steel but you probably don’t need to worry about it
Try posting this opinion on the welding message boards and report back. It is true that less carbon in steel makes a material less "hardenable," but welds cooled rapidly by water are very often more susceptible to cracking nonetheless, even in lower carbon steel. This is not only because of increased brittleness, but also because of residual stresses getting locked in. Better to let welds cool more slowly/naturally.
f..k why didnt I find you at the first place.I am listening to you just before the exams.Those indian dudes messed up my thinking.F... youtube .Love from Pakistan sir
no butt weld calculations were done and none of the information in the books showed any relevant applications of butt welds. only about fillet welds. misleading title and video
