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Mene cover minus karne wali calculation thodi galat kar di hai doston..please ingone kare. Angle 4.76 aana tha but galat calculate ho gaya hai..uske liye sorry
Haaaa yhi aarha h
Helpful video
Very good sir
Are sir kb se ye sikhne ki kosis m tha mine aapke sare videos dikh le h
Not 39 mmActual-20.71
thanks bro bohat din se search kr raha tha mgr mil nhi Raha tha veriation wala kese krte hai..
From Bangladesh
Sir pier cap me horizontal surface reinforcement bhi vary hota h..uska bhi pls calculation btaie
Sir cover se jyada aana chaie iski value....pr km kyu aa rhi is formula se??? Autocad me bhi jyada aa rhi h..pls guide me sir
Angle 5.292 aa raha he, plz confirm
🙏🙏🙏🙏🙏
Itna to site p bi kise n nhi btya
978 kaise aaya sir
confusion 2m or 6m length of beam.
❤️
4.76 Anna chhaiye a angle
Hmm 4.76 correct hai..
Sr formula thoda clear ni hua
Mnb. And vup bbs
Vup bbs plz sir ji
Mene cover minus karne wali calculation thodi galat kar di hai doston..please ingone kare. Angle 4.76 aana tha but galat calculate ho gaya hai..uske liye sorry
Haaaa yhi aarha h
Helpful video
Very good sir
Are sir kb se ye sikhne ki kosis m tha mine aapke sare videos dikh le h
Not 39 mm
Actual-20.71
thanks bro bohat din se search kr raha tha mgr mil nhi Raha tha veriation wala kese krte hai..
From Bangladesh
Sir pier cap me horizontal surface reinforcement bhi vary hota h..uska bhi pls calculation btaie
Sir cover se jyada aana chaie iski value....pr km kyu aa rhi is formula se??? Autocad me bhi jyada aa rhi h..pls guide me sir
Angle 5.292 aa raha he, plz confirm
🙏🙏🙏🙏🙏
Itna to site p bi kise n nhi btya
978 kaise aaya sir
confusion 2m or 6m length of beam.
❤️
4.76 Anna chhaiye a angle
Hmm 4.76 correct hai..
Sr formula thoda clear ni hua
Mnb. And vup bbs
Vup bbs plz sir ji