Column fractionage values

emrahkoyuncu

New Member
Hello everyone. Good day everyone. In the s15 column on the ground floor, the pursanta is higher than normal. Even though I changed the column section on the ground floor, the amount of reinforcement is too much. I would appreciate if you could help. Thank you.
 
Re: COLUMN BURSTANCE VALUES Hello --You can reduce the roof movable and wall loads, --the rib beams are in the middle of the columns --make the narrow side of the column 30 cm.
 
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