Column Beam Intersection Shear Safety Problem

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legasov

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I can't get past the Column Beam Intersection Zone Shear Safety Issue. I increased the column size, increased the beam size, centered the columns to the beams, but still couldn't find a solution. I'm solving the project to improve myself. Is there anyone who can help? Project :
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UNNAME_PROJE.ide10demo.html
 
"legasov":3nabsfo8" said:
I can't get past the Column Beam Intersection Shear Safety Issue. I increased the column size, increased the beam size, centered the columns to the beams, still couldn't find a solution. I'm solving the project to improve myself. Can anyone help? Project :
You do not have permission to view link Log in or register now.
UNNAME_PROJE.ide10demo.html
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increase the column size but in line with the faulting beams. That is, if the faulty beams are in the y direction, increase the column in the y direction. Otherwise, do the opposite...if you have beams that are faulty in both the x-hemy direction -- increase the size of the column this time in both directions... it can be resolved... And= bj*h*[root fck]----unconfined column-beam junction. .. And=bj*h*[root fck]*1.7 at the confined column beam junction...
 
Hello
"ardasepici":2q3j3r8i" said:
b and what can I do other than increase the concrete class
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[ /quote] My suggestions: --Analysis Settings/Load security/Tick TS500/TS498, --Remove wall loads on roof and 1st floor, --Make finite calculation element widths of 0.25 m and solve it.
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