Excessive reinforcement problem in columns

[yunussacikk]

Although my project is small, it places a lot of reinforcement even though I don't make my columns 60*60 ... can you help me?

 

[unver]

SUGGESTION: You put all the curtains in the same direction. Put enough curtains to balance in the other direction. Unver ÖZCAN

 

[muhsin34]

I agree with my friend. I have the same problem. Amazing reinforcements appear in floor+3 projects. Since we also use Etabs and Sta4Cad, when we compare it, obviously very exaggerated reinforcements appear in the carrier system. most of the time, in ground+3 projects, the percentage in the column exceeds 0.02.

 

[muhammetboztoprak]

If you solve the project in a semi-rigid diaphragm and use the live load participation coefficient, there is a decrease in the columns, but the carrier system is extremely weak, you'd better go for a different solution.

 

[HakanŞahin]

my project is small but it places a lot of reinforcement even though I didn't make my columns 60*60 ...can you help

Your system is very weak: slanted beams, unbalanced column and shear placement and beams that do not form a frame - column system... The program provides reinforcement according to the need

. Since we use Etabs and Sta4Cad, when we compare it, obviously exaggerated reinforcements appear in the carrier system. most of the time, in soil+3 projects, the percentage exceeds 0.02 in the column.

ideCAD gives as much reinforcement as needed according to geometry, load and dimension data. If you add the project you call exaggerated, we can take a look.

 

[hbp66]

What is the reason for excessive reinforcement?

 

[unver]

Dear hbp66 Please write your question in this form only once, it will be answered Unver ÖZCAN

 

[muhammetboztoprak]

what's the reason for excessive reinforcement?

review foundation system make raft foundation connect s2 and s3 column with beams, get cantilever beams from s1 column and make butt beams 25/32 50/32 more As if you did not enter the hollow block load, solve the staircase with the building, connect the s8 column to the elevator curtain with a beam, get the console from the s9 column, delete the french balcony floors and process it in 2d drawing, change the direction of the d23 ribs, increase the minimum b value of double stirrups on the beams, mark the ts500 ts498 ticks in the analysis settings, I guess you used the default values for the floor values correct the carrier behavior coefficient incorrectly solve it semi-rigid is there no balcony ? that's all i see