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Anonymous users2024-01-23The anchorage degree should be sufficient, and the floor should be doubled balcony degree, and the masonry structure cantilever beam end degree.
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Anonymous users2024-01-22It should be that the anchorage length is sufficient, and the length of the balcony downstairs should be the end length of the cantilever beam of the masonry structure.
Since it is said that the ring beam, it should be a brick-concrete structure. >>>More
The beam size is unknown, the load is unknown. In general, if the beam of the residential building is 400 high, the gluten of the beam is matched with 2 16, the gluten of the balcony slab extends from the floor surface, and the rest of the steel bars are matched according to the structure.
The anchorage length and reinforcement method are detailed in the 101-1 atlas, which describes the cantilever beam, which is clear at a glance!
Landlord, how do you calculate (I don't see the weight of the plate) is not theoretical. There is only one suggestion for the scenario: >>>More
The number of reinforcements that need to be configured has a lot to do with the force on the concrete component. >>>More