column maximum pursantage

slmzrl09

New Member
I would appreciate it if you could help me by throwing a large number of reinforcements such as 36 fi 14 on 30/70 columns in my project.. Greetings Zorlu
 
Hello, in the S08 column, due to the design effects, the statically necessary pursantages are increasing. Turning some columns in the y direction (eg columns S09-SO3-SO2) can relax the column. Note: K21 beam seems not connected to S02 column. Good work
 
First of all, thank you, I have corrected my mistake, but this price goes up to 2.65, especially in the s4 column, not in 1 column.
 
"slmzrl09":1a2jzykc" said:
First of all, thank you, I corrected my mistake, but this pursantaj s4 column, not in 1 column, especially goes up to 2.65. I couldn't understand it. It's a simple 7-floor project, can you take a look at this rate again?
In my previous message, the name of the column I spelled it wrong, it would have been S04 anyway.
 
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