Shear Safety (Shear and Column-Beam Part.)

S

Salih

New Member
Hello. I'm having a cut safety issue in 2 curtains. 1-) How can I fix this problem without changing the curtain dimensions? 2-) In the report, there are columns in the column-beam junction where shear safety is not provided. How can we fix this? Is there a friend who can solve these two problems and explain how they are solved, or can guide me with suggestions? Thanks in advance. Project link:
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hi, heed the warnings in the --geometry check. Define curtains as columns -- do semi-rigid analysis, no problem.
 
Make sure to connect the columns along the 1 and 9 axes. Solve the semi-rigid diaphragm. I suggest you change the carrier system design. If the columns in question are connected with beams, the P6-8 curtains you are having trouble with may not be so problematic.
 
We have a problem in the parking lot when the colon is thrown. The vehicle does not enter. In total, 4 vehicles do not enter, which corresponds to 20,000 TL or something; despite being welcomed outside. Do you think there is no chance to be solved with this colonization? I converted the curtains to columns and this time I can't recover the cut in the columns.
 
Solved, solved :) I threw a column where the studs are. Semi-rigid solved. There were a few cuts and I fixed them by dropping the "Ace" on the beams. In addition, it was solved in a semi-rigid manner without throwing the column afterwards.
 
"Salih":x1f8phrg" said:
Solved and solved :) I threw a column where the studs were. It was solved semi-rigidly. There were a few cuts, and I fixed them by dropping the "Ace" on the beams. Also, it was solved semi-rigidly without throwing a column afterwards.
Click to expand...
Did you join the columns with beams along the 1st and 9th axles?
 
"NYILMAZ":uf7k9ngn" said:
"Salih":uf7k9ngn" said:
Solved solved :) I put a column where the studs are. Semi-rigid solved. There were a few cuts and I fixed them by dropping the "Ace" on the beams. It was also solved in a semi-rigid manner without adding columns afterwards.
Click to expand...
Did you connect the columns with beams along the 1st and 9th axes?
Click to expand...
Does this result? Architecture is essential. Whatever the static is... I'm sorry, but you are building a faulty carrier system. In a building, it is acceptable and doughy not to connect a frame between maybe one or two columns. (Maybe with L connection instead of T etc.) But it is an incorrect design that the left and right two axles are not connected at all throughout the building. When this happens, the cut comes out, etc. also comes out. !?
 
Hello Mr. Selim YKN My Suggestions --Remove the 1st basement floor rigidity in the floor general settings, --Make the concrete C30, It does not give an error. Take it easy Unver ÖZCAN
 
"NYILMAZ":f2a6j64d" said:
"NYILMAZ":f2a6j64d" said:
"Salih":f2a6j64d" said:
Solved it was solved :) I put a column where the studs were. It was solved semi-rigidly. There were a few cuts on the beams. I solved it by lowering the "ace". Also, it was solved semi-rigidly without adding columns afterwards.
Click to expand...
Did you connect the columns with beams along the 1st and 9th axes?
Click to expand...
Does this follow from this? Architecture is indispensable. Static no matter what. .. I'm sorry, but you are installing a faulty carrier system. In a building, maybe it is acceptable not to connect one or two inter-column frames (Maybe with an L connection instead of a T etc.) But it is a wrong design that the two axes are not connected at all throughout the building. When this happens, the cutting will come out, etc. !?
Click to expand...
I agree with Nedim. The vehicle does not maneuver, the car does not fit here, we are dealing with such nonsense. We are trying to pass the 8-9 meter openings made for 3-4 vehicles with a pillow beam, which is the tragicom of the event first side :D
 
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