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Anonymous users2024-01-23This wall is a load-bearing wall, you are in the middle, the load-bearing wall is made of hollow red bricks, you have to deal with it as soon as possible, you dare to tear down the load-bearing wall in a house without beams?!
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Anonymous users2024-01-22Article stipulates that when the beam span is 6 meters, 240 walls should be added to the pilasters for the support; First, the wall of 240 when the beam span meters is the support should be provided with a ring beam.
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Anonymous users2024-01-21Hollow brick walls are not load-bearing walls at all!
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Anonymous users2024-01-20It is stipulated that when the beam span is 6 meters, 240 walls should be added to the pilasters as supports; First, the wall of 240 when the beam span meters is the support should be provided with a ring beam.
Pilaster? Is it a load-bearing column? Is it rooting on the ring beam? Are the buttresses you talking about brick or concrete? Thank you.
The buttresses of the masonry structure are commonly called "brick buttresses", and they are brick pilasters built together with the wall!
In the question, "vertical load-bearing wall" should be called "longitudinal load-bearing wall".
One end of the beam has a transverse load-bearing wall, which can only be pressed more along the extension of the beam, and the other end only has a longitudinal load-bearing wall, so you need to add the "buttresses" you mentioned
Q: The length of the secondary beam is 6m, how big should this buttress protrude from the wall, and the size of the protrusion is 240*240 rows?
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Anonymous users2024-01-19The bricks and concrete cannot be demolished, and each wall has a load.
Is there any damage to the cast-in-place floor, how wide should the wall be, and is it possible to build 12 rows of red bricks? Of course, 12 walls will do. Yes, the wall can be built with non-load-bearing walls.
Many conditions of the owner's building are unknown, such as: the seismic fortification intensity of the project location, the height of the floor, the number of floors where the living room is located, the design strength of the concrete, the strength grade of the reinforcement, and the mechanical indicators of the wall (the strength number of the brick, the mortar number) cannot be further analyzed. There are some suggestions for the current conditions only: >>>More
It stands to reason that you can, but if it's too high, it's better not to get it.
It is load-bearing, and it is a three-pronged column, which leads from the ground to the top, which has a load-bearing effect, and there is a beam between the columns. However, not to mention the safety identification, there will be certain safety hazards if knocked on.
The number of reinforcements that need to be configured has a lot to do with the force on the concrete component. >>>More