- 137
- 978 093
Schuster Engineering
United States
Приєднався 25 сер 2014
Scope of conclusions (pg 118-119)
explanatory and response variables, confounding variables, experiments, scope of conclusions
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Відео
Explanatory, response, and confounding variables and experiments (pg 116-117)
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explanatory and response variables, confounding variables, experiments
Explanatory, response, and confounding variables (pg 114)
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explanatory and response variables, confounding variables
Explanatory and response variables (pg 112-113)
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introduction to explanatory and response variables
Intro to hypothesis testing for quantitative variables (pg 104-105)
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CLT for quantitative variables, example
Intro to hypothesis testing for quantitative variables (p. 102-103)
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CLT for quantitative variables
Statistical significance and practical importance (p. 100-101)
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Statistical significance and practical importance
Type I and Type II errors (p. 98-100)
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Type I and Type II errors, Statistical Power
One proportion z-test and confidence intervals (p. 94-95)
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One proportion z-test and confidence intervals (p. 94-95)
Example of hypothesis testing and review of CLT (pg 86)
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Example of hypothesis testing and review of CLT (pg 86)
Normal approx for distribution of p-hat (pg 84-85)
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Normal approx for distribution of p-hat (pg 84-85)
Normal approx for distribution of p-hat (pg 82-84)
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Normal approx for distribution of p-hat (pg 82-84)
Normal approx for distribution of p-hat (pg 80-81)
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Normal approx for distribution of p-hat (pg 80-81)
Normal approx for distribution of p-hat (pg 78-79)
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Normal approx for distribution of p-hat (pg 78-79)
Binomial distribution and p-value (pg 75-77)
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Binomial distribution and p-value (pg 75-77)
Binomial distribution and p-value (pg 74-75)
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Binomial distribution and p-value (pg 74-75)
Tactile and computer simulation (pg 73)
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Tactile and computer simulation (pg 73)
Logic of statistical inference (pg 71-72)
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Logic of statistical inference (pg 71-72)
Bad Sampling examples and conclusions (pg 67 - 70)
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Bad Sampling examples and conclusions (pg 67 - 70)
Hi, Schuster Engineering, very nice explanation of QFD with a good example. Do you think if it is ok I can show this in the classroom to the student for their lessons of Engineering Design? Many thanks.
Lopez Sandra Martinez Brian Taylor Ruth
Is this still relevant or should I check a more recent video series?
Still relevant.
Concise and clear. Much appreciated!
Glad it was helpful!
Nice, concise, and to the point. Absolutely a must see video for those seeing MS Project for the first time
Glad it was helpful!
this video sucks
where is the first video. I dont see it
Thank you 🙏🏻
I had to pick one FEA playlist to watch. I chose the one with funny elephant
thank you so muchhh
How does it not work for me if I did exactly what you did? Or did you do something else? Maybe dont add in random cuts in the video. You make it very frustrating for people trying to learn the software for the first time.
This was so useful, thank you for saving my mental breakdown!!
An insightful video. Just following the video I was able to design a project planning gnatt chart using MS Project for the first time. A huge thanks to Schuster Engineering.
Thanks a million
This is extremely well made! I wonder how many iterations(or how many hours of work was put in) had been done before this video was uploaded
Does the initial stress also produce the same strain values?
WELL DONE BROTHER KEEP IT UP
Hi, i have a question. Is there a way to Create surface among 4 beams that make a frame? So i want a surface combining the 4 beams.
Excellent class!
Interesting
This is a great video helped me a lot. I have a question. How to change the GANTT CHART' that appears vertical on the left hand side please?
Thanks! I love this! But I can't seem to find your next video on FMEA?
Computing true maximum strains in a nonlinear FE system like this is a constraint solution problem, makes sense now.
A upsilon is not nu!
The hole is in the middle of the plate not on a corner. How can this be accurate?
Why simplify models? Those little details are where the stress risers come from.
How do you know there is error if you don't know the answer? That's why your using fea. There is no correct answer that we can find by other means.
I go through all of your videos. all are excellent sir.. thank you for this valuable informations.
Where do i find MS Project in MS office 365 ?
REALLY GREAT CONTENT , I LEARNED SO MUCH FROM THIS. THANK YOU
thanks
I have searched for the worth explanation finally I got it.thank you after a few years
Hello, nice video. Where can I find this template?
You're great man
Very nice video !!! Thank s for sharing
Thank you
Very helpfull .. Thnak you
Great instruction! Thank you so much
helped a lot! thanks
Perfect explanation, Thanks!
Hello, really high quality lecture, congrats! Is there any way we can download this template?
I have not used MS Project, but my manager has asked me to use it to create a schedule of goals and initiatives to keep track of the team’s progress. He is asking me to then export a report to place into a power point to show the Board a visual of the schedule - not the Gantt chart. Do you have a video that would help me figure that out?
when you say "local coordinate system" as opposed to global ones, are you referring to the natural coordinate system (in isoparametric)?
Honestly this is a great video. Thank you so much. I've had a tough time with Microsoft Project in the past but your explanation really cleared up some things for me. Thank you!
Thank you very much for the video! do you have a reference (an article or a book) that shows the Total potential energy equation that is presented between 4:27 to 8:55? it would be very helpful!
It's very close to "Concepts and Aplications of Finite Element Analysis" by Robert D. Cook, 4th edition. I understood very little after reading the book, but grasped most concepts after watching these incredible videos!
Cahpter 4.4, Potential Energy of an Elastic Body, p. 143
Good introduction bro 😎
Thank you. This must be the best video I have seen concerning NLFEA wrt. the information/time - ratio. Much appriciated!
Awesome explanation, really loved it. Thanks for the effort.
How to apply Gaussian quadrature to triangular areas? As far as I know, coordinate s runs from 0 to 1 and t from 0 to 1- s.
Great teacher, thanks