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Anonymous users2024-01-24Is there a corbel or a beam on the side, it doesn't seem to be very good.
Your balcony is a variable section, with 150 at the root and 120 thick at the end. I calculated, in addition to the self-weight, and then consider the dead load, live load, and the end to consider the wall, the reinforcement is more than enough. Rest assured. >>>More
Yes. But it is better with a tendon of 14 rounds. The key is to pick the beam with large round ribs.
The balcony is an extension of the cantilevered slab, picked out of the meter length of 12 meters, reinforced round 12, grade 3 steel @ 150, plate thickness 150 120C25 concrete, surrounded by 120 brick walls, 700 meters high, and the upper side is closed with aluminum alloy windows. Bearable;
In general, the length of the cantilever plate is not more than meters, which is okay. The reinforcement should be determined according to the load. Generally, the thickness of the plate should be 120mm, the concrete should be C25, and the gluten should be made of three-level steel bars with a diameter of 12mm, and the spacing should be 150mm.
In general, the length of the cantilever plate is not more than meters, which is okay. The reinforcement should be determined according to the load. Generally, the thickness of the plate should be 120mm, the concrete should be C25, and the gluten should be made of three-level steel bars with a diameter of 12mm, and the spacing should be 150mm.