Junction zone interrupt safety error

S

semih5252

New Member
In my attached project, I have a cutting safety problem on my S10 column. Even though I enlarged the dimensions, I couldn't fix the problem. Am I making a wrong entry, I don't understand, can you please help?
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Re: junction area cut safety error is urgent... Honestly, when you change the dimensions of the S10 and then reduce it, the problem disappears. Change the 90/30 column so that the x-direction is 50 and the y-direction is 30. Or if you change it to 40/40 and solve it as a square, your problem will be solved. Because your shear safety problem comes from the beam in the x direction. Also; Add stairs to the system, do not put linear load on the rib flooring, make the beams marked with red in the picture continuously and center the columns, good work...
 
If you arrange the 1-beam reinforcements as in the picture, you will fix the cutting safety error. I recommend making 2-beams 50/32 instead of 40/32.
 
Hello, I have the same problem. You said "There are elements for which shear safety is not provided" "If you fix the beam reinforcements as shown in the figure, the problem will be solved"; by this you mean "merge" both top and bottom? Or did you mean something else? When I "joined it, it didn't come off. Also, I decreased the spacing of the wrapping area stirrup and increased the diameter, but I still couldn't solve it.
 
The problem is not with stirrups. When the assembly or flats of neighboring beams are not of the same diameter and number, the program increases the total reinforcement area in the support area, but in practice it does not.
 
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