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.
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
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)
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
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
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