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Anonymous users2024-01-24It is necessary, if it is about 600mm and only for decorative purposes, it can not add beams.
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Anonymous users2024-01-23There is no problem with the cantilever plate of meters, and there is no provision in the specification that the cantilever plate of meters is not to be done.
So only if you calculate the requirements, it's fine.
You are too bold, there are great safety risks in picking the board like this, so dispel this idea as soon as possible, and dare not take the liberty to provide you with reinforcement.
Hey, hey, he was reluctant to pay the design fee, so he came to ask when there was a problem. How tall are the dark beams? Is it as thick as a plate? How thick is the balcony slab and what is the reinforcement?
Summary. Generally, take the span of 1 6 1 8, when the cantilever length is greater than 1500 (unless otherwise specified in the construction unit mm), need to add bent reinforcement. The ratio of the length of the embedded masonry of the pick beam to the length of the pick should be greater than that, and when there is no masonry on the pick beam, the ratio should be greater than 2. >>>More
The protruding pick is OK The pile is very good with 6 16 (for the consideration of adding layers in the future) Since the column is a structural column, 4 14 are on the line of the beam, and the bottom three 16 are on the top two with 14 The beam should be reinforced!
Do you mean the location of the balcony? You see what it says in the atlas. There are on 03 and there are on 09. It's available on a lot of atlases. 18 load-bearing walls are affordable.