Hi, you have cover in each side of the concrete. Therefore, the length of the bars would be the length of the slab minus two times the cover (L-2*cover). The rest of your explanation is perfect.
I also think clear cover should be in both end. Left side & right side. And also for top & bottom. So length of bar= (width - 2*clear cover) or length of bar= (lenght-2*clear cover)
ساجد بھائی آپ کا ہر وڈیو بہت اچھا اور تفصیلی ہے لیکن براہِ کرم یہ بھی بتادیں کہ زمین سے پِلر (column)کیسے شروع کیا جاۓ یعنی کیا کالم شروع کرنے سے پہلے کنکریٹ کی جاۓ یا صرف زمین برابر کی جاۓ
What is the gap to be maintained between the bars distribution and main bars please. Also mention the calculation of length of steel rods and mm of the rods for beam to lay your mentioned frame on six pillers already constructed which your above frame already suits for my pillers
Bhai jaan mujay nai pata lag rah kitna steel lagay ga kindly can u tell me 5 marla ka ghar hai 1778 sq foot area hai RCC lenter hai us mein kitna steel lagay ga
The final value u given is 338 kg/m....It's not kg/m, it's simply kg only....How it will come in kg/m that means per kg the weight is 338...It's too much weight...This s wrong....The final value must come in kg only
This is a very recommended basic knowledge to our practices thank you. keep it up
Hi, you have cover in each side of the concrete. Therefore, the length of the bars would be the length of the slab minus two times the cover (L-2*cover). The rest of your explanation is perfect.
This is great job you are offering .thanks
Why you don't substruct concrete cover from two side for example length 1 mb=5-(2*0.025)??????
m. n s good..
Even i hav d same doubt!
I also think clear cover should be in both end. Left side & right side. And also for top & bottom. So length of bar= (width - 2*clear cover) or length of bar= (lenght-2*clear cover)
Also Need to add wall width
Woo super, am learn for you more. Sir pls answer for all those comments & am expecting more from you about civil Department
+wasim akram Thank you
ساجد بھائی
آپ کا ہر وڈیو بہت اچھا اور تفصیلی ہے لیکن براہِ کرم یہ بھی بتادیں کہ زمین سے پِلر (column)کیسے شروع کیا جاۓ یعنی کیا کالم شروع کرنے سے پہلے کنکریٹ کی جاۓ یا صرف زمین برابر کی جاۓ
Total weight is 338 kg ,,not 338kg/m..kindly correct
+MAZHER ABBAS BALOCH it's by mistaken. ...
Very well explained thank you
Anyway you made silly mistakes but in general you've done great job. Keep going and do more contribution to engineering industry.
+True solution I'll try my best
We dont need to calculate the length that is bent at the end very often practically?
Perfect. How do i communicate you personally
What about the crank bar or bentup bar and top steel
This man have no idea about this
pls explain formulas for unit weight (D)2 /162.162 from where you get
Sir, I want to know the size of the tmt bar should be used for slab.
What is the gap to be maintained between the bars distribution and main bars please. Also mention the calculation of length of steel rods and mm of the rods for beam to lay your mentioned frame on six pillers already constructed which your above frame already suits for my pillers
G+2 house banane ki liye column and beam me size and number of bar kitna Dena parega ??
Why did you subtracted the cover from the length & breadth? Anyway you did good work. Thank you.
Please can you tell how to take cutting length for one way and two way. And it's measurements also
Pls make videos on 22*22feet size house for two room , kitchen and hall immediate
53*47kitna sarya lagy ga
Pls hollow brick calculation
Rate analysis upload karyena sir....beam and column.. Humble request sir
Sir why do we need to find out the total length of bars?
Bhai jaan mujay nai pata lag rah kitna steel lagay ga kindly can u tell me 5 marla ka ghar hai 1778 sq foot area hai RCC lenter hai us mein kitna steel lagay ga
C/C spacing kitna hai
0581899105 whatsaap me
You have to do both side cover subtraction bro
One length of steel bar is coming 12 m
Will get one pcs of distribution length 8 m. From one length balance ( 4 m )we can't use for main bar 5 m
Sir construction work measurement karne ki video banao
Final answer is not in kg m-should be in kg only bcoz its a total weight of steel on slab not per metr
Thank you sir
You use the unit weight dia as 'm' but thats unit dia bar was in mm
The final value u given is 338 kg/m....It's not kg/m, it's simply kg only....How it will come in kg/m that means per kg the weight is 338...It's too much weight...This s wrong....The final value must come in kg only
Sir where is crank bar?
338 kg/m unit is wrong. Q.type of slab??
This process gonna wrong when the slab is continuous
Sir 162 ek baar hoga ye do baar kyu lagva diye
Minimum dia for slab is 12mm
Substrat
Finally answer unit is wrong
338 kg only correct
Not for 338 kg/m.
Why not learn?
This is false
Total false