I have a few questions for you. Why you don't extend the main bars of the columns directly to the footing instead of providing dowels and why are the dowels made of T16 when the bars are T25. Another question is the cover against earth for the reinforcement in the footing is usually or at least 75 mm. But the bars in the columns exposed to earth has a regular cover which can be 25 mm. In Standard Detailing it is expected for the development length to be at least 450 mm. and that 3 binders/links should be in the footing, any ideas whether this is actually carried into practice on site. Thanks.
@simontisn71025 ай бұрын
Thanks for the lesson,
@CivilEngineeringSoftwares5 ай бұрын
My pleasure!
@professionalgeotech2 ай бұрын
Next video: Retaining wall structure please
@rrhouseplan11011 ай бұрын
Awesome information sir
@georgekiadii452 жыл бұрын
Thanks a lot. It helps me!
@japhetvargasmanugas7200 Жыл бұрын
how much is the scaling?
@raviranjangupta-vb6nw Жыл бұрын
MY ARROW HEAD IS NOT APPEARING IN LEADER I TRIED EVERYTHING FROM YESTERDAY