About the tape beam

A

actombo

New Member
hello first of all. you know, there are closed overhangs. The beam we throw on the ground floor coincides with the room where there is a protrusion on the upper floors. This is not a nice view (by the architect). I am asked to remove the k25 and k 27 beams as a photograph, I am not a supporter of lifting. It is not tolerated. There are those who say that the tape beam can be a solution while searching. Is it healthy? I did not know. I am open to suggestions if anyone has a different suggestion or follows a different path in their projects. good work
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Hello, My suggestion: Expressed as band beam; A beam is assumed to be approximately the width of the column in which it is inserted in the thickness of the slab. You can give in the program, but it is not taken into account. I don't recommend it at all. When you solve it as a semi-rigid diaphragm, the moments of the column-slab connection are taken into account, but the desired frame is not formed. It's best to connect the columns to form a frame like you did. If you have architectural concerns, you can solve these slabs by laying low-height hollow blocks and connecting the columns to each other again.
 
"unver":3umkam1k" said:
Hello, you do not take into account, it is not drawn, you will determine it yourself if you say that you will put it in. Ünver ÖZCAN
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"yunussacikk":3umkam1k" said:
band beam reinforcement is not given in the drawing, will we draw it ourselves?
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Tape beams are used in tunnel formwork projects to cover blank curtain ends. They are not taken into account in the analysis, but their details are given in the mold plan. The reinforcements of the belt beams are arranged in the belt beam settings.
 
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