Semi-rigid analysis is interrupted

Re: SEMI-RIGID ANALYSIS PROBLEM Hello My Suggestions --If you wipe the console slabs at the end of the S21 column from top to bottom, it analyzes, --FRAME IS NOT FORMED DURING 5 TIMES ON CORNER COLUMNS, CREATE A FRAME WITH CORNER COLUMNS ON THE EXTERNAL AXLES OF THE BUILDING. Note: About 34 years ago, a building with the same corner columns in Eskişehir, one corner of it collapsed due to the collapse of the column on the lower floor. Ünver ÖZCAN
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Re: SEMI-RIGID ANALYSIS PROBLEM
"unver":34jkmebk" said:
Hi My Suggestions --If you delete the console tiles at the end of the S21 column from top to bottom, it analyzes, --CORNER COLUMNS DO NOT HAVE A FRAME DURING 5 FLOORS, CREATE A FRAME WITH CORNER COLUMNS ON THE EXTERNAL AXIS OF THE BUILDING. Note: A building with the same corner columns in Eskişehir about 34 years ago. Unver ÖZCAN
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I took your advice into account. I created a frame system even though beams pass through the rooms. Thank you for your attention. So is there an advantage to making balconies closed cantilevers? Isn't it right in terms of relieving the concrete load on the cantilever beams by forming beams with the floor edge on the console beams?
 
Re: SEMI-RIGGED ANALYSIS PROBLEM Hello
"sonsamuray":1udtmrbk" said:
So is there an advantage to making balconies closed cantilevers? Isn't it?
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My opinion: There should not be a closed (wall-bearing) beam/slab console protruding outside of the building's outer axes (column-beam frame should be formed).
 
Re: THE PROBLEM OF SEMI-RIGID ANALYSIS Engineers who draw such projects should be banned from the profession. Do not think so much about the benefit of the contractor!
 
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