Column-Beam Cutting Safety

huseyinakkus56

New Member
Hello.. In my project, two beams affect the S07 column as in image-1. However, in column-beam shear safety, these two beams are calculated as if they are acting as in image-2. How can I fix this? I also tried to put the joints of both beams in the farthest places from each other.
 
"huseyinakkus56":dfyrdouw" said:
Hi.. In my project, two beams affect the S07 column as in image-1. However, in column-beam shear safety, these two beams calculate as if they are acting as in image-2. How can I fix this? I also tried to put the joint points of the two beams at the farthest places from each other.
Hello, you can mark the line "Make partial reinforcement transition on the right end" in the Rebar tab of the properties of the K11 beam.
 
As you said, it didn't happen when you checked "Make partial reinforcement transition on the right end", but when you removed the "Continuously accept beam on the right end" option, it was fixed.
 
"huseyinakkus56":2l2jll6v" said:
As you said, it didn't happen when Mr. Levent checked "Partial reinforcement on the right end", but it was fixed when I removed the "Continuously accept beam on the right end" option.
"Make partial reinforcement on the right end" When you select the option, the beam K01-K02 is considered continuous. Both As1 and As2 values are used in the joint shear safety control. As1 and As2 values are calculated based on the beam widths ratio. Since the joint intersection of K11 and K12 beams in the S07 column is seen in the picture you have attached, the "Make partial reinforcement transition at the right end" option is suggested.
 
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