Відео

Hi, I was looking for how to do the analysis and came across this site. It is very informative. I would like to ask you one question. At 12:41, it says FA=FB=21.0KN, FC=FD=14.8KN. How do you get these values in a normal calculation? If you don't mind, could you please tell me the equation?

Hi, I was looking for how to do the analysis and came across this site. It is very informative. I would like to ask you one question. At 12:41, it says FA=FB=21.0KN, FC=FD=14.8KN. How do you get these values in a normal calculation? If you don't mind, could you please tell me the equation?

Thank you!!! #CaliforniaBaptistUniversity_CECMdept

Would you be able to calculate something for me?

I have some questions related to simulation can you make videos on it

When you add the fixed supports, I understand when 1 position is up (or down) but why is the other direction added? How do you know if the 2nd direction should be along the z or x axis?

How to analyze the von Mises failure theory of that wide fin beam

How to analyze the von Mises failure theory when that tube is worked as a beam

How to analyze the von Mises failure theory when that tube is worked as a beam

terimakasih, dapatkah kamu memberikan rumus dan penyelesainya dalam bentuk link/gdrive ?

great video ! Can we see the values of the weld size required in the assembly? It seems rare it requires different sizes along a circular weldment. Thanks !

From where you took the dimensions Sir

Very useful👌❤

titan

Thank s ❤

what is the keyboard short cut iso view?

Hi, why we see bending moment result on bolt? We check bolts as per code (EN-AISC etc.) and i cannot see bending moment check there? Could one explain it ?

Hello shouldn't the load be concentrated on the halfway distance of the 15 thickness? If so how you put load of 16 Kn totally distributed along the edge.that means that you should multiply this uniform 16 Kn load by 15 to get the equivalent point centered load. Am I correct?

wow! thanks a lot!

Good afternoon. Why do my bottles fly out of the rotating drum when analyzing motion? depends on the thickness of the metal? you have 5 mm, I have 1.5 mm. and contacts between each other Acrylic and steel do not work

A Massive respect for this help🫡❤

May i get the ansys model please ?

Thank you for this excellent video. I had run acroos this problem on mechanics of materials book and after I just have saw your video. It really help me a lot in order to comprehend the problem

What about the wheels though

Hello, i also want to ask how do tou get the sigma y and the tauxy? Please answer my question thanks very much

Hi there nice video. One question why you didnt delete the Global Bonded interaction, the reason is you have already the local contact interaction and bolt connection? Your explanation is very much appreciated. Cheers!

the beam diagrams button is not there :(

Very helpful video. Thank you sir!

Please make video example for pipeline simulations, Calculations: pipeline route study, wall thickness and material grade selection both rigid and flexible pipe, collapse and buckling analysis, on bottom stability analysis, pipeline end expansion, pipeline free span, bottom roughness analysis, lateral bucking analysis, pipeline crossing and its structural supports design, fatigue analysis.

Would you happen to have a reference that explains the sign convention for the shear and bending diagrams? I am trying to relate the sign to the direction of the 1 and 2 axes and I am not sure my interpretation is correct. Amy reference will be appreciated. Thanks!

Awfully big deflection for the length of the beam. Maybe I didn't see a decimal

How did you get the value of σx = 22.635 and 𝜏xy = 41.875 for calculating maximum plane stress ?

Hi, can you do FEA for the landing gear that you developed?

I'm grateful what you did

Thank

Excellent watch, keep up the great work 👍

Hi brother, just wanted to sat thank you, great presentation, I learned some nice work flow solutions from you and subscribed!!! 👍

Please give me some advice I have a problem with the simulation of screws, more precisely with one data that I need to enter, it is the PRE-LOAD data. I know what the bolt preload is and I have a table for these values. example for M10 8.8 Suggested Bolt Load 28.1 KN Approximate Torque 56.3 Nm But when I enter the bolt preload value, it gets unrealistic results. Can you tell me from which table to use for the metric thread. WHERE AM I GOING WRONG? thank you

great video, can you make a video on how to get the 2-dimensional drawing including a sectional view of the final assembly

Thank you so much for this...I have learnt something new today....I appreciate your efforts

Thanks mate. Finally finished making this. Can't wait for another tutorial.

Thanks man. I'm now left with assembling. I have a question, how did you edit this video? What software did you use. I like the animation and your name. and the last question, if per say I'm good at designing things like these, where should I advertise my skills and is it possible to get a job based only on these skills? I would really appreciate it if you answered these questions.

Thank you so much man! Wish there was a way i could show you when i finish what i would have done

Can someone answer to my Q, usually a beam subjected to bending and shear and we check for both, but here in this video, the beam only shows over stressed under the point load. so my Q's are 1.is this output only reflecting the flexural stress if not what stress? 2. how do we know this will satisfy the max shear at the support?

Bro this is new knowledge

Thanks for the video.

Hello good Sir. Why do you have reaction forces also going another direction apart from the one indicated on paper. Or you just have to know

well done!

wow thank you so much

Hello, when I try to run the results, this message appears: "No loads or prescribed displacements are defined (for problems, with special loads such as Thermal, Gravity or Centrifugal, activate the proper flag) Loads on Fixed-Rigid parts would not be active." Do You know how could I solve it?