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 a very recommended basic knowledge to our practices thank you. keep it up

This is great job you are offering .thanks

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

Why you don't substruct concrete cover from two side for example length 1 mb=5-(2*0.025)??????

Very well explained thank you

Total weight is 338 kg ,,not 338kg/m..kindly correct

Anyway you made silly mistakes but in general you've done great job. Keep going and do more contribution to engineering industry.

Woo super, am learn for you more. Sir pls answer for all those comments & am expecting more from you about civil Department

pls explain formulas for unit weight (D)2 /162.162 from where you get

We dont need to calculate the length that is bent at the end very often practically?

What about the crank bar or bentup bar and top steel

Sir, I want to know the size of the tmt bar should be used for slab.

Thank you sir

Why did you subtracted the cover from the length & breadth? Anyway you did good work. Thank you.

Perfect. How do i communicate you personally

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

Please can you tell how to take cutting length for one way and two way. And it's measurements also

Rate analysis upload karyena sir....beam and column.. Humble request sir

Pls make videos on 22*22feet size house for two room , kitchen and hall immediate

G+2 house banane ki liye column and beam me size and number of bar kitna Dena parega ??

Sir construction work measurement karne ki video banao

Pls hollow brick calculation

You have to do both side cover subtraction bro

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

53*47kitna sarya lagy ga

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

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

You use the unit weight dia as 'm' but thats unit dia bar was in mm

Sir where is crank bar?

Final answer is not in kg m-should be in kg only bcoz its a total weight of steel on slab not per metr

This process gonna wrong when the slab is continuous

338 kg/m unit is wrong. Q.type of slab??

Minimum dia for slab is 12mm

Sir 162 ek baar hoga ye do baar kyu lagva diye

Substrat

Finally answer unit is wrong 338 kg only correct Not for 338 kg/m.

Why not learn?

This is false

Total false