25:25 I requested about the sleeves in the previous video to be shown more clearly since the beam was already laid down, And I got to see it in this video😍😍😍. Idk if sir read my comments but I am very grateful for it.🥰🥰🥰 And as always, thank you for this informative video. I really like that you go on site to give us a detailed information of what actually happens.🤩🤩🤩 Anticipating for more videos from you sir🫡🫡🫡
Thanks a lot. Mera sawal hai ki ye construction kis chez ka horha last me Aur last me jo beam bandhi gai hai wo wave jese hai kya steel ke weight se esi hai ya shape diya gaya hai inhe?
you are talking in vague terms not following any codal provision. No of bars, spacing of stirrups depends on loading condition. How come you can say provide 20mm bar at top and 16mm bar at bottom without loading consideration? If this is the case then what is the difference between an engineering design and an mistri design. Even an mistri can tell you to provide 20mm bar, because he is always on safe side without considering the economy. The work of an engineer is to provide an economic design not vaguely telling to provide r/f.
25:25
I requested about the sleeves in the previous video to be shown more clearly since the beam was already laid down, And I got to see it in this video😍😍😍.
Idk if sir read my comments but I am very grateful for it.🥰🥰🥰
And as always, thank you for this informative video.
I really like that you go on site to give us a detailed information of what actually happens.🤩🤩🤩
Anticipating for more videos from you sir🫡🫡🫡
YOU ARE REALLY AMAZING I HAVE LEARNED A LOT FROM YOUR VIDEOS ❤
Very good explanation. Thanks
Excellent
Thanks a lot. Mera sawal hai ki ye construction kis chez ka horha last me Aur last me jo beam bandhi gai hai wo wave jese hai kya steel ke weight se esi hai ya shape diya gaya hai inhe?
SIR G+1 series ka agla video kab aaye ga
For 135 degree bend hook length is 12d not 10d
10d we use for 90 degree band for example we use 10d in circular column rings bcz in circular column we use 90 degree bend
135 degree pe hook length 12 D hoga na
Nice information
Cantilever beam ki bss ki asan si video lao sir
Sir have any notes Related footing to slab label in PDF
you are talking in vague terms not following any codal provision. No of bars, spacing of stirrups depends on loading condition. How come you can say provide 20mm bar at top and 16mm bar at bottom without loading consideration? If this is the case then what is the difference between an engineering design and an mistri design. Even an mistri can tell you to provide 20mm bar, because he is always on safe side without considering the economy. The work of an engineer is to provide an economic design not vaguely telling to provide r/f.
😍😍🥰
How I can contact u