I failed to fix the deflection problem in the K28 beam

Re: support Hi My Suggestions --PUT COLUMNS AT THE INTERCEPTION OF G AND 6 AXLES, --Turn 25/60 beams to the exterior in terms of earthquake, -- Thus, the beam with deflection error is also straightened, -- Let the rib beams center the columns -- The rib beams do not protrude more than d/2=32/2=16 cm from the column, -- Model the ladder together with the structure, taking into account the supporting conditions, -- On the elevator curtains Put a floor to carry the machine, take it easy Unver ÖZCAN
 
Re: support
"unver":3nykd8b4" said:
Hi My Suggestions --PUT COLUMNS AT THE INTERCEPTION OF G AND 6 AXLES, --In terms of earthquake Turn 25/60 beams to the exterior facades, --Thus, the beam with deflection error is also straightened, --Rib beams center the columns --The rib beams do not protrude more than d/2=32/2=16 cm from the column, -- Supporting the ladder together with the structure -Place flooring on the elevator curtains to carry your machine, Take it easy Ünver ÖZCAN
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First of all, I would like to thank you for your advice and suggestions.I will consider all of them.Also, do you think I chose a high ductile system and got a carrier system coefficient R = 7. Is it also suitable? or should I choose a mixed system? Can you give general information about this subject?
 
Re: support Earthquake regulation in TDY2007; TABLE 2.5 According to item 1.4, R=7 is taken correctly. If it is used in a mixed system, it must meet the conditions in the earthquake regulation. It gives errors to try in this project. It is better to choose High ductility level. If you search the forum about the ductility level, there is information. Unver ÖZCAN
 
Re: support The G/6 axis stated by Ünver is very important. There, you cannot consider the deep beam as a support and support the other frame beam there. If you can't put a column, cross it with a single beam. You can cross the 720 cm opening with a 75x32 beam.
 
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