Steel bachana splice and developmental length, overlaps, on site demonstration (with subs) 

Thanks yaar 👍🏻 thanks for your support

Thanks for the support brother ❤️👍🏻

Thanks brother 👍🏻

You're welcome brother ❤️👍🏻

Wsalaam Farman 😁😅 thanks a lot for the support brother ❤️

Haan bilkul.. steel fixers k liay masla hota hai ye waqai.. lekin overall sub k liay acha hai.. unki b progress achi nikal aati hai

You're right.. but I don't have an answer to this question.. it's aci 318-14 I think that governs splice lengths.. it's due to some earthquake or something like that.. n our local engineers usually add the length just to be safe.. I'll have to look into it and then I'll be able to answer your question properly

Thanks dear to entertain my question. I shall be waiting the reply.

Good observation.. yes it's true.. it becomes quite difficult to add more stirrups.. they're added from the top.. pushed down.. lots of friction.. then spaced properly.. takes time and effort

Thanks for the comment 👍🏻 yaar ye aakhir mai jo stirrups dikhaiy haina in stirrup ki waja se ye bars ekjaan rehti hain.. agar rebars patli hon to masla hota hai par #8 ya #6 ka itna masla nai hota