I HAVE BEEN SEARCHING FOR YEARS, now i can study elite fire. thank you mate
@TAHIRHUSSAINMEPINDUSTRY
2 жыл бұрын
Ma Sha Allah, excellent explanation
@ricz1222
3 жыл бұрын
Thank you for making English tutorials.. keep it up 👌
@ziaarnie3694
3 жыл бұрын
Nice video please make a complete video on high rise building live project along with estimation part . thanks a lot sir
@hanishmuhammed7259
2 жыл бұрын
Thank you for your wonderful lecture, pls do one more example for class ll system
@user-nu5np7ld3z
3 жыл бұрын
ننتظر جديدكم
@archcornejo
2 жыл бұрын
thank you
@KarlChamoun
Жыл бұрын
hello do you know how to use the autosizing for pipes? the software chooses the right sizes for us by itself😊
@ashrafmoubarak1969
3 жыл бұрын
I have a question.Where is the quantity of hose allowance in this calculation??
@MohammedIbrahim-ql1wh
2 жыл бұрын
Thanks Eng, as always your Tutorial is useful, I've duet that why u did not add the other branches as well to the calculation ? maybe I'm wrong but is it correct the other branches will help carrying the water to the operation area? that's why the friction loss will be decreased since all branches will be included (without sprinklers), thanks in advance for clarification if I was wrong ..but just to make sure
@ahmedsherbiny3505
2 жыл бұрын
U R right, but it will not effect that much
@hamadasaykoable
2 жыл бұрын
مجهود مشكور عليه يا هندسة. بس سؤال احنا بنزود landing valve مع حسابات المخازن ولا المفروض تبقي حساباتها لوحدها زي الرشاشات العادية.
@ahmedsherbiny3505
2 жыл бұрын
بنزود ، و اسمع دورة المخازن فيها محاضرة عن الموضوع دا
@vasiltodorov5300
3 жыл бұрын
Hi eng. Ahmed, Have you ever try to use Fire pump curves, and if yes can you show us how you do it.
@jobi013
3 жыл бұрын
You can do it in Excel. You need to get the flow and pressure at three conditions: No flow, rated flow, and 150% flow.
@umarqureshi5311
3 жыл бұрын
Hi Sir, Can you please give us an example of how to do the calculation on elite for the hydraulic area which has vertical sidewall sprinklers. Thanks
@ahmedsherbiny3505
3 жыл бұрын
Side wall or up right or pendant sprinkler are all the same thing for hydraulic calculations, the important factor is the k factor and sprinkler coverage area
@juditholente3641
2 жыл бұрын
Hello, your calculation using 1gpm/ft2 exceeds maximum requirement 0.2gpm/ft2 ordinary group 2 based on sprinkler density area curve. This also above the maximum requirement of 0.4gpm/ft2 as defined in extra hazard group 2. Please clarify, thanks.
@ahmedsherbiny3505
2 жыл бұрын
It's just an example, I'm not explaining a real example.
@ahmadhammad9412
3 жыл бұрын
Dear Eng. Ahmad. You selected few sprinklers in calculations, how about the others. How can we do calculation for sprinklers if there is other floors
@ahmedsherbiny3505
3 жыл бұрын
Y have to assume the most demand area
@milanzivkovic5564
4 ай бұрын
Bro do you have crack installation for this software? If you have i very appreciated it!
@fathimareyana9541
2 жыл бұрын
Hi sir, Do u have Canute software? If yes can u make tutorial for that as well?
@ahmedsherbiny3505
2 жыл бұрын
Sorry, I don't have it
@ashrafmoubarak1969
3 жыл бұрын
Dear Eng.Ahmed Please check again the result. 92 psi not acceptable. landing valve need 100 psi Many thanks
@yazanahmad2103
4 ай бұрын
يا هندسة وصححني اذا كنت غلط انت اخترت بداية ال k وبعدها حسبت الكثافة لكن اللي اعرفه احنا بنحدد الكثافة وبناءا عليها بنختار ال k factor اتمنى الاجابة
@ahmedsherbiny3505
4 ай бұрын
في بعض التطبيقات بيديك ال k بشكل مباشر ذي المخازن كدا و ساعتها هنحتاج نحسب الكثافة عشان ندخلها في البرنامج
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