A close look of beams reinforcement arrangement and construction tutorial #innovation #learning #sub

Mal trabajo

First

Wrong placement of beam,

Inner beams should always lie on peripheral beams..
This will result in deflection and shear failure.

135 degree

Que es una viga comprimida..?? Hay más barras arriba que abajo...no levantan hierros para corte en apoyos??

Extra bar on top is wrong. It should be in bottom

Ligatures hooks are not to standards, length, also does not meet seismic code 135 degree hooks, second raw of top bars away from tension axis should be raised a bit

Primero los estribos deben de tener ganchos, en las vigas trabajan los hierros superiores e inferiores, se ponen hierros latersles en vigas qué tienen gran altura

C'e' quel ferro filante laterale che non arriva sulla trave, occorrono altri due ferri filanti ( 2+2) laterali e'normativa , la trave e' alta ⚠️

1) The angle at the ties are meant to be at 135 degrees for better shear resistance, not 90 as done.
2) If double reinforcement is required, it should be at the bottom not the top

Ring hook is not bent to 135⁰