Slip safety on the panel

I

izmirli_35_35

New Member
HEAD ACCESSORIES ON FLOOR P01 CURTAIN 16Q14. 15Q14 and 13Q14 on lower floors. When I make the longitudinal reinforcements coming from the lower floors 16Q14 and press the REINFORCED CONCRETE key, it gives the slip safety error and lights up in purple. Is the solution to increase the panel thickness? Does increasing the number of reinforcements coming from the bottom affect cutting?
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Re: PANEL SLIDING SAFETY Dear colleague, My advice to you is to reconsider the carrier system; In a project, the load is not moved that much, (for the ground floor) K26 beam K5 e, K5 K24 e, K24 K1 K2 junction, (actually, 7.10 m. single beam called K1-K2 between AG axles, finally K20, K29 cantilever). beams. You can see how hard the system is from the deformations in the 3d frame. Not to mention the non-formed frames in the 1 and 12 hangers. Please don't continue like this by saying I did it, it was solved in the program anyway, you don't have to depend on the columning system of the architect. It should be solid first, then aesthetics. G.KÖSE
 
Re: PANEL SLIP SAFETY THANK YOU SO MUCH FOR YOUR ADVICE. DO YOU HAVE AN OPINION ABOUT QUESTIONS ABOUT THE REINFORCEMENTS ON THE CURTAIN?
 
Re: PANEL SLIPPING SAFETY According to your analysis, this is the result when only reinforced concrete is calculated again: so there is no problem.
 
When we compress the project, save it, open it, make this arrangement and press the Reinforced Concrete button, it does not give an error. But when we make this edit while the extension is .ide7, it gives an error. And I couldn't fix it. I opened a topic again, I would be happy if you review and comment. Thanks...
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"izmirli_35_35":1hjrfeob" said:
HEAD REINFORCEMENTS ON THE P01 CURTAIN OF THE 1st FLOOR 16Q14. 15Q14 and 13Q14 on the lower floors. When I make the longitudinal reinforcements from the lower floors 16Q14 and press the REINFORCED CONCRETE button, it gives the slip safety error and lights up purple. Is the solution to increase the panel thickness? Does increasing the number of incoming reinforcements affect the hack?
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Hello, You have had a similar question answered before
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"izmirli_35_35": 1hjrfeob" said:
It does not give an error when we compress the project, save it, open it, make this arrangement and press the Reinforced Concrete button. But when we make this edit while the extension is .ide7, it gives an error. And I couldn't fix it. I opened a topic again, I would be happy if you review and comment. Thanks...
Click to expand...
The analysis results are reset when you save the project by compressing it. Just making reinforced concrete is not enough. All analyzes need to be done. Apart from this, in the project; * Modeling of panel objects as shells (especially basement perimeter curtains and U, T, L type panel combinations) is appropriate. *For the shear force problems in the rigid floor, the analysis possibility can be evaluated without ticking the "Apply ductile building materials to the rigid basement" line. *It would be appropriate to enter the carrier system behavior coefficient Ry=5.59 in the Y direction.
 
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