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Hello professor, thanks for sharing your videos. Very good. I would like to know the book you are using for this class. Thanks

Please will the graph be the same when one starts from the restricted end?

Please will the graph be the same when one starts from the restricted end?

Please will the graph be the same when one starts from the restricted end?

Please will the graph be the same when one starts from the restricted end?

Pls does the

Thanks for simplifying the concepts.

I get confused in this lecture with the absence of transverse shear in the patch number 1. Why don't we account for transverse shearing stress in the patch 1 even though ve have bending moment (Mbz)?

Thank you so much my lecturer was just confusing me whenever he explained this but you have made me understand

If you don't have a path function y=f(x) nor an angle, only the arc lenght s(t), can you find the radius of curvature?

thanks a lot for your HIGH QUALITY Lectures , best teacher of ME on UA-cam .

Is there a written course available of this topic ?

I am going to do a four point bending fatigue test soon. Your lecture helped me a lot, God bless you, i wish i had a teacher like you when i was a BS. Student

Why you making it so simple, I was wondering what I was being taught,

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

Of all the years of undergrad and grad school I went through, you are the first to teach on graph paper and actually take care in drawing your diagrams to clearly show exactly what you are talking about. I applaud you.

thank you

why is the capacitor put in parallel instead of in series with the load to increase the power factor?

At 51：53， Why l=24mm.,not12mm? Sorry, I can't understand.

How do you do this analysis if your cross-section is like that of the ones we find on aluminum extrusions with t-slots?

Hello Sir, do you have a dedicated playlist for FEA?

is it free version?

the legend is back

Is there any free software to plot Ashby plots?

Michael, when you were discussing how pipe sizes were nominal sizes rather than actual sizes, you mentioned another name that you couldn't recall at the time. I suspect that you may have been thinking of *tubing* at that point -- where (round) tubes *are* sized by their actual dimensions unlike pipes. This one threw me at first when I was a newly graduated ME, but it didn't take long to remember their differences in sizing (back in the stone-age). Thank you for sharing this short playlist of GD&T videos!

beautifull

Well explained lecture. was really helpful and Sir can I know what was the book that you have used in the video

your channel is a GOLD MINE . thanks for the great content

which book are they use

Is this considered the stress-life method? My lectures only covered applying Goodman's Criterion with adjusted endurance limit right out of the gate, and I am a bit confused at this point. My textbook(Shigley's 11th ed.) does not solve in this way, rather applies an adjusted von-mises stress without great detail of any underlying development of the equations. It is extremely hard to find supplement for this topic. Your lecture helped me tremendously, but there are gaps in connecting the relation with Von-Mises stresses.

Really enjoyed your High Quality Lecture . Thanks for Sharing . Liked and Subscribed . Really Underrated Channel . Glad I find your Channel.

Really enjoyed your High Quality Lecture . Thanks for Sharing . Liked and Subscribed . Really Underrated Channel . Glad I find your Channel.

I can't thank you enough for these lectures! I did a Ph.D. in bearings, but it was all about the metallurgical and manufacturing aspect of them! Now I find myself as the chief engineer at a bearing company, and your videos have saved me reading through a lot of literature on the design aspect of bearings!

As maintenance engineer I found It very interesting. Backlash it's something you try to track, but putting limitd IS hard. Do you have recommendations for It?

Hello. Thank you for your videos. I am wondering is there a specific requirements for contact surface between housing and shell? What max gap is allowed?

Thank God, I’m going to pass Statics!

Best Lecture of first order circuits on UA-cam! Thank you so much I understand this now.

Thank you for this lovely lecture. One of the most Finest professor in UA-cam

Appreciate sharing these videos! you clearly explain these complex concepts with elegance.

Michael, what textbook(s) did you use for this class? Hopefully I already have it, but if not, I'll try to purchase a copy. I've been a subscriber for a 2-3 years now and try to follow along as well as I can since I'm now retired and never really had a chance to actually *use* most of what I learned in the Mechanical Engineering School of my Engineering college Definite thumbs up! ;).

Professor, you are amazing... Thanks for sharing this, cheers from Buenos Aires, always a big pleasure to watch you.

Note at minute 56 onwards is probably one of the most valuable synthesized and elegant pieces of information that you could ever see in your career as an engineer. If he added some of st venant's principle it would have been absolutely perfect. Very useful video.

What is the absolute viscosity range for which the charts are designed I tried with the operating temperature of 120degree C the clearance values are not matching with the defined design clearance

what is the bood reffered for equations please ? thanks

Thank you for these videos, my question is how do you know that you need to calculate the torque to make the motor turn at a constant speed, and what makes this condition be the maximum speed?

Brilliance. You have made this concept crystal clear to me. The reveation that the segment of 48:30 to 50:26 has given me, has sincerely made my day. Thank you for ending my confusion spiral. God bless you.

Firstly, thank you very much for the videos, I didn't give enough attention to these topics in time and now I realize that I need to study more and your videos are very helpful. One point I am confused is that at 18:26 you said that as theta_y goes to zero, normal vector will point towards y. However, this also implies that y component goes to zero. As we have F_y = F.cos(theta_y), actually theta has to go ninety degrees so that we will eventually have no F_y component. Am I thinking wrong?

Tremendous lecture, thank you indeed!

subscribed immediately

Thank you for clear explanations :)