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
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.
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
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I HAVE BEEN SEARCHING FOR YEARS, now i can study elite fire. thank you mate
Thank you for making English tutorials.. keep it up 👌
Nice video please make a complete video on high rise building live project along with estimation part . thanks a lot sir
Ma Sha Allah, excellent explanation
Thank you for your wonderful lecture, pls do one more example for class ll system
Thank you....
can you please upload the video which you entering pipe datas i am having a problem with my calculations or maybe another example for grid design
But if we have multiple floors and the no of nodes are more then we need to enter full details in pipe data
I have a question.Where is the quantity of hose allowance in this calculation??
ننتظر جديدكم
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
U R right, but it will not effect that much
مجهود مشكور عليه يا هندسة. بس سؤال احنا بنزود landing valve مع حسابات المخازن ولا المفروض تبقي حساباتها لوحدها زي الرشاشات العادية.
بنزود ، و اسمع دورة المخازن فيها محاضرة عن الموضوع دا
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.
It's just an example, I'm not explaining a real example.
hello do you know how to use the autosizing for pipes? the software chooses the right sizes for us by itself😊
Hi eng. Ahmed,
Have you ever try to use Fire pump curves, and if yes can you show us how you do it.
You can do it in Excel. You need to get the flow and pressure at three conditions: No flow, rated flow, and 150% flow.
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
في بعض التطبيقات بيديك ال k بشكل مباشر ذي المخازن كدا و ساعتها هنحتاج نحسب الكثافة عشان ندخلها في البرنامج
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
Y have to assume the most demand area
thank you
Dear Eng.Ahmed
Please check again the result. 92 psi not acceptable. landing valve need 100 psi
Many thanks
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
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
Hi sir,
Do u have Canute software?
If yes can u make tutorial for that as well?
Sorry, I don't have it
Bro do you have crack installation for this software? If you have i very appreciated it!