Will additional floor column dimensions be according to the new regulation?

rcp52

New Member
I have some questions about the additional floor. 1 It is desired to add an additional floor to an existing building whose first four floors were built with 25 × 50 columns. In the performance analysis to be made for the additional floor, is it necessary to convert the existing 25 × 50 columns by 30 × 50, that is, if sheathing is done, if it is 25 × 50 If the existing column is saving the column dimensions of the additional floor will be dimensioned according to the existing lower floor column dimensions or according to the new regulation rules 2 Building height 17.5 meters with a hollow block In an existing building Earthquake zone can also Dts1 additional floor 3 If this building was in dts 3 zone Could it be possible to make an additional floor without curtains?
 
The situation you wrote in 1, I also talked to the current municipality, they asked for a performance analysis of the existing columns according to tdy2018, and they said that if they save, they can give a license without sheathing. I think you should consult the municipality.
 
Hello, My Suggestions: Stage-Step (Every process will be done according to the new regulation)
"rcp52":24f5yn8v" said:
1 It is desired to add one floor to an existing building whose first four floors were built with 25 × 50 columns. Is it necessary to convert × 50 columns to 30 × 50, that is, if 25 by 50 existing columns are saved by sheathing, will the column dimensions of the additional floor be dimensioned according to the existing lower floor column dimensions or according to the new regulation rules
Dimensions, reinforcement status, concrete values, ground condition ... performance analysis will be made after determining the project and making the necessary fixings, --If it saved, if you don't make a floor on it, OK, --If it saves (if it doesn't save, a curtain will be added on it) If you are going to do it, you will do sheathing on the columns under the growing columns as the columns grow at the top. You will enter the upper additional floor (reinforcement fixing on the additional floor will be done later). -Horizontal load analysis will be performed to determine additional floor reinforcements. Basic check will be done. --If the account is saving, the reinforcements on the additional floor will also be fixed. --After this stage, the final PERFORMANCE analysis will be made. -- Account saved ok. If it did not save, you will add curtains until it saves. Note: I retrofitted a building like this 15 years ago with this method.
"rcp52":24f5yn8v" said:
2 In an existing building with 17.5 meters high floor hollow block Can the earthquake zone also have Dts1 additional floor 3 If this building was in the dts 3 region, could an additional floor without curtains be made
Do not make additional coats Unver ÖZCAN
 
Opinion was asked on this subject, and the answer was received in the above article, if the performance analysis saves, there is no need for sheathing.
 
"rcp52":q6fk4ns5" said:
opinion was asked on this subject and the answer was received in the above article, if it saves performance analysis, there is no need for sheathing
Hello; I have a project right now, in this case, the engineer in the municipality asked me to do sheathing I asked our teacher "Zekai CELEP" and he said that room jacketing should be done. From whom did you get the opinion? Zekai teacher's e-mail,
 
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