1.
At the external corner, a steel plate with a thickness of 10mm @ 6 φ 12 and L=360 anchor bars can be pre embedded on the shear wall using a cantilever beam, connecting beam, lower brace, and upper pull.
The length and width dimensions of the steel plate are cut according to the cross-sectional dimensions of the steel section.
The inclined beam is welded to the embedded parts, and a triangular brace is set under the inclined beam.
The brace is made of 16 # channel steel, and the lower end is set on the embedded parts outside the next layer of beam (wall).
.
