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the load side and capacity side is a concept that I used based from my civil engineering background... LRFD stuffs. Other than that, manufacturer's handbook or references are always practically helpful.

you're welcome Sir

Hello Sir/Ma'am, I prepared my own lecture materials for this. But usually, for material handling equipment, you can check the manufacturer's catalogs, or you may look for CEMA publications. I hope that helps!

I am happy that you find the videos helpful. May God grant you success in your design endeavor. =)

hi, it's good to hear again from you. yes it's the opposite; what you have written is correct Ve(-)=1.8*Ve(+). should you need my lecture handout on that topic, just let me know your email.

i am happy to know that it helped you. =)

thank you. thanks for appreciating.

yes, there is in succeeding parts. just checkout the playlist.

thank you sir. i appreciate it. =)

you're welcome. that's fascinating about mathematics. there's actually another one.. in electrical equations... P=V^2/R... a zero resistance will produce infinite power.

You can multiply the "Incline Factor" with the Capacity For example, in the GOST standard: 0 degree - c = 1 (Horizon) 5 degree - c = 0.9 10 degree - c = 0.8 15 degree - c = 0.7 20 degree - c = 0.65 So, with the incline the actual capacity of screw conveyor is lower than horizontal screw. This mean you re-choose lager Dia or speed to make sense (actual Cap = req Cap). Then you can calculate the HP

Hello. I dont remember exactly now. It's been years already since I taught that subject. Mostly I think comes from reports and/or journals available.

the water hp is already a unit of power hence you just need the conversion of 746W/hp

you're welcome. =) Thanks for appreciating!

you're welcome. i am glad that you appreciated it. =)

you're welcome ma'am. =)

you're welcome =). thanks for appreciating.

You're welcome. I'm glad it helped you. =). Thank you also.

Thank you. May I know where you will use the manuscript/lecture materials?

Yes you're right. For english units that should be 1.48/n. Thank you!

I think it's been more than a year already since the last time I taught this subject. If I remember correctly, you can refer to CEMA publications

i mistook it as the slope, but it should be the horizontal distance. since the side that we want is the diagonal distance (or hypotenuse). sorry about that. thanks for pointing out.

hello sir, i havent experienced yet designing conveying in bags. but i think the principle in capacity is the same... how many bags (or its kg equivalent) per hour do we want or can the machine do. then what comes into play is the physical properties (friction, width, etc.) of the bags rather than the bulk materials. another option we can always do is to consult/look at the manufacturer's catalogs. i hope that answers your question.

you're welcome. if you are interested in stresses, the simplest way is to assume a statically determinate situation but in 3D so that you can take into account the effect of combined loadings and get into the stress elements. if you anticipate some dynamic loadings in the system, then you have to take that into account by applying appropriate factors. you may want to visit my playlist on machine design if you like... ruclips.net/p/PLIwmhEE4g3TQAtoYjsqc3UHPzs1ftOEif.

Hello Ma'am, here's the link... amtec.ceat.uplb.edu.ph/engineering-materials/

Hello Sir, I did not use any software or simulation for this course.

You're welcome. =)

I believe there are softwares available for pneumatic calculations. But the method may not be exactly the same.

PneuCalc

Hello sir! I appreciate that you like it. It's not actually a book yet. It's just my lecture handouts I used for my class. What do you like about it specifically?

you should take the inclined distance. the k value will depend upon your type of fitting if it's 45 or 60 or whatever.

you're welcome =). i'm glad you liked it.

you're welcome =).

hello sir, here it is... x=sqrt(100/0.001)=316.2. i hope that helps

hello sir/ma'am. the main reference that i used for this is the ASABE Standards.

​@@sirby_lectures That's great!! Thank you (y)

As I was reviewing my lecture handouts, I've found that I forgot to write that the exponent of 9.81 should be 2.665/2. ((4*(1000/3600)*10^2.176*9.81^2.665/2*0.075^(2.665/2-2))/(pi*1.18))^(1/3.665) Sorry about that mistake. The exponent has to be divided by 2. With regard to your excel file, sure, I'm interested! I'm actually amazed that you and many others have find this helpful/interesting. Especially you, that you want to make a program out of it. It's been more than a year already since I teach this course. Originally the course wasn't about design, but I just oriented it toward design applications.

@@sirby_lectures Thanks for clarifying this :) It works now!

Thanks for bringing that up. I haven't thought of the relationship of the gas expansion and the pressure drop. I do believe that would really matter if we go into the details. However, in the context of engineering design and having a lot of constraints to fully understand everything in a given time, I always think of the computed value as a range especially for such system as this without codes/standards like that of structural design, or design of pressure vessels, or none that I know of so far. So I always expect for some deviations. Of course the lesser the deviation, the better. But I'll look into that gas expansion when I encounter this course/project once again. You're welcome, and thank you too. =)

thanks! =)

you're welcome. with regard to standards, i suggest the CEMA publications for material handling equipment. but you can also find a wealth of information in manufacturer's catalog. Another one is, since bucket elevators are common equipment in postharvest processing technology, then you can check postharvest technology handbooks/textbooks as well. Lastly, books in unit operations in chemical engineering also includes that topic.

Thank you so much sir...

good point. you're right. thanks!