What is the concentrated dead load at the end of the balcony beam and how to calculate it

The two sections of the steel bar are found and then welded with connectors.

Pick out the beam with a length of meters, the root cross-sectional height is 350mm, the concrete grade is not less than C25, and the steel bar grade is HRB400. >>>More

I didn't understand the specific location of the beam you said, but the general practice in this case is: the main reinforcement of the cast-in-place cantilever beam is rebar of 25mm, the negative reinforcement is not less than 16mm of rebar, the cantilever (extension) is generally not more than 150 cm, the beam height (including the height of the plane part) is 40 cm, and the bottom width is equal to the thickness of the wallThe arc part is made of 16mm rebar, the top and bottom are the same, the height is the same as the cantilever beam, and the width of its bottom surface is 15 16 cm;The rear body of the cantilever beam is connected with the ring beam, and the total length of the cantilever beam part is about 4 meters;The steel bars of the flat part of the balcony are arranged in a criss-cross manner, which are inserted into the cantilever beam, the arc beam and the ring beam inside. If it is an overall cast-in-place floor, the reinforcement is also better to consider the overall layout.

The picture looks very regular, but it is done by a layman! Or it was drawn by a student who had not graduated. >>>More

The beam-type balcony is connected to the frame beam of the building around the balcony protrusion. The balcony is just a board and no beams.